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Flood Peak Runoff and Associated Precipitation in Selected Drainage Basins in the United StatesBy TATE DALRYMPLE
GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1813
Prepared in cooperation with theSoil Conservation Service,U.S. Department of Agriculture
UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1965
UNITED STATES DEPARTMENT OF THE INTERIOR
STEWART L. UDALL, Secretary
GEOLOGICAL SURVEY
Thomas B. Nolan, Director
For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.G. 20402
CONTENTS
PageIntroduction............................................................. 1Gaging-station data...................................................... 1
Alabama............................................................... 6Big Nance Creek at Courtland....................................... 6Big Swamp Creek near Lowndesboro................................... 6Buttahatchee River near Hamilton................................... 7Chattooga River at Galesville...................................... 7Choccolocco Creek near Jenifer..................................... 8Clear Creek at Palls City.......................................... 8Escambia Creek at Plomaton......................................... 9Plat Creek at Fountain............................................. 9Flint River near Chase............................................. 10Hatchet Creek near Rockford........................................ 10Locust Fork near Cleveland......................................... 11Mulberry Fork near Garden City..................................... 12Mulberry River at Jones............................................ 12North River near Samantha.......................................... 13Paint Rock River near Woodville.................................... 13Pigeon Creek near Thad............................................. 14Short Creek near Albertville....................................... 14Sipsey Fork near Falls City........................................ 14West Fork Choctawhatchee River at Blue Springs..................... 15
Arizona............................................................... 15Oak Creek near Cornville........................................... 15Rillito Creek near Wrightstown..................................... 15Sonoita Creek near Patagonia....................................... 16
Arkansas.............................................................. 16Dutch Creek at Waltreak............................................ 16Frog Bayou near Mountainburg....................................... 17Illinois Bayou near Scottsville.................................... 17Middle Fork Little Red River at Shirley............................ 18Mulberry River near Mulberry....................................... 18Osage Creek' near Elm Springs....................................... 19Petit Jean Creek near Booneville................................... 19Poteau River at Cauthron........................................... 20Saline River near Dierks........................................... 20South Fork Little Red River near Clinton........................... 21South Fourche La Fave River near Hollis............................ 21Strawberry River near Evening Shade................................ 22West Fork White River at Greenland................................. 22West Fork White River near Fayetteville............................ 23
California............................................................. 23Arroyo Las Positas near Livermore.................................. 23Arroyo Seco near Pasadena.......................................... 24Arroyo Seco near Soledad........................................... 25Bear Creek near Camp Rincion........................................ 26Bear Creek near Lockeford.......................................... 26Butt Creek above Almanor-Butt Creek tunnel near Prattville......... 27Campo Creek near Campo............................................. 27Carbon Creek at Olinda............................................. 28Carbon Creek near Yorba Linda...................................... 28Cosgrove Creek near Valley Springs................................. 28Cottonwood Creek near Friant....................................... 29Coyote Creek near Artesia.......................................... 29Coyote Creek near Borrego Springs.................................. 29Coyote Creek near Ventura.......................................... 30Dry Creek near Brownsville......................................... 30Dry Creek near Gait................................................ 31Dry Creek near lone................................................ 31Dry Creek near Wheatland........................................... 31East Fork San Gabriel River at Camp Bonita......................... 32East Fork San Gabriel River near Camp Bonita....................... 32Huasna River near Santa Maria...................................... 33La Brea Creek near Sisquoc......................................... 33La Zaca Creek at Buellton.......................................... 34Little Dalton Creek near Glendora.................................. 34Little Rock Creek near Little Rock................................. 35Little Tujunga Creek near San Fernando............................. 36Merced River at Pohono Bridge, near Yosemite........................ 37Mill Creek near Los Molinos........................................ 38
III
IV CONTENTS
Gaging-station data Continued PageCalifornia Continued
Mono Creek below Lake Thomas A. Edison............................. 39Murrieta Creek at Temecula......................................... 40Nacimiento River near San Miguel................................... 40Napa River near St. Helena......................................... 41North Pork American River at North Pork Dam........................ 41North Pork American River near Coifax.............................. 42North Pork Cache Creek near Lower Lake............................. 42North Pork Cosumnes River near El Dorado........................... 43North Pork Kings River above Dinkey Creek.......................... 43North Pork Kings River below Rancheria Creek....................... 44North Pork Matilija Creek at Matilija Hot Springs.................. 44North Pork San Gabriel River at Camp Rincon........................ 45North Yuba River below Goodyears Bar............................... 45North Yuba River near Sierra City.................................. 46Oregon Creek near North San Juan................................... 47Palm Canyon Creek near Borrego Springs............................. 48Palm Canyon Creek near Palm Springs................................ 48Putah Creek near Guenoc............................................ 49Rogers Creek near Azusa............................................ 50Salinas River near Pozo............................................ 50San Antonio Creek near OJai........................................ 51San Antonio River at Pleyto........................................ 51San Benito River near Willow Creek School.......................... 52San Lorenzo River at Big Trees..................................... 52Santa Anita Creek near Sierra Madre................................ 53Santa Maria Creek near Ramona...................................... 54Sespe Creek near Wheeler Springs................................... 54Silver Creek near Placerville...................................... 55Sisquoc River near Sisquoc......................................... 55Snow Creek near Whitewater......................................... 56South Pork Silver Creek near Ice House............................. 56South Pork Willow Creek near North Pork.. ......................... 57Squaw Creek above Shasta Lake...................................... 57Stony Creek near Stonyford......................................... 57Sutter Creek at Sutter Creek....................................... 58Sutter Creek near Sutter Creek..................................... 58Tepusquet Creek near Sisquoc....................................... 58Topango Creek near Topango Beach................................... 59Tres Pinos Creek near Tres Pinos................................... 59Tujunga Creek below Mill Creek, near Colby Ranch................... 60Tujunga Creek near Colby Ranch..................................... 60Tule River near Porterville........................................ 61West Pork San Gabriel River at Camp Rincon......................... 62West Pork San Luis Rey River near Warner Springs................... 62Woods Creek near Jacksonville...................................... 62
Colorado.............................................................. 63Clear Creek at Porks Creek......................................... 63Lightner Creek near Durango........................................ 63Middle St. Vrain Creek near Aliens Park............................ 63North Pork South Platte River at Pine.............................. 64North St. Vrain Creek near Aliens Park............................. 64Plum Creek near Sedalia............................................ 64Williams River near Parshall....................................... 65
Connecticut........................................................... 66Five Mile River at Killingly....................................... 66Hockanum River near East Hartford.................................. 66Natchaug River at Willimantio...................................... 67Naugatuck River at Beacon Palls.................................... 68Naugatuck River near Thomaston..................................... 69North Branch Park River at Hartford................................ 69Park River at Hartford............................................. 70Pequabuck River at Porestville..................................... 70Pomperaug River at Southbury....................................... 71Quinebaug River at Putnam.......................................... 72Quinebaug River at Quinebaug....................................... 73Quinnipiac River at Wallingford.................................... 74Salmon River near East Hampton..................................... 75Saugatuck River near Westport...................................... 76Scantic River at Broad Brook....................................... 77Shepaug River at Woodville......................................... 78Shepaug River near Roxbury......................................... 78South Branch Park River at Hartford................................ 79Still River near Lanesville........................................ 79Tenmile River near Gaylordsville................................... 80Willimantic River near South Coventry.............................. 81Yantio River at Yantic............................................. 82
CONTENTS V
Gaging-station data Continued PageDelaware.............................................................. 82
Nantiooke River near Bridgeville................................... 82Florida............................................................... 83
Alafia River at Lithia............................................. 83Arbuokle Creek near De Soto City................................... 83Catfish Creek near Lake Wales...................................... 84Josephine Creek near De Soto City.................................. 84Peace Creek drainage canal near Dundee............................. 84Peace River at Bartow.............................................. 85Reedy Creek near Loughman.......................................... 85
Georgia............................................................... 86Alcovy River below Covington....................................... 86Amicalola Creek near Dawsonville................................... 86Apalachee River near Bostwick. ..................................... 86Cedar Creek near Cedartown......................................... 87Chattahoochee River near Leaf...................................... 87Chattooga River at Summerville..................................... 88Chattooga River near Clayton....................................... 88Chattooga River near Tallulah Palls................................ 89Chestatee River near Dahlonega..................................... 89Coosawattee River near Carters..................................... 89Pightingtown Creek at McCaysville.................................. 90Flint River near Griffin........................................... 90Hiwassee River at Presley.......................................... 91Middle Oconee River near Athens.................................... 91Nottely River near Blairsville..................................... 92Nottely River near Ivylog.......................................... 92Oconee River at Athens............................................. 92Potato Creek near Thomaston.. ..................................... 93Tobesofkee Creek near Macon........................................ 93Toccoa River near Dial............................................. 94Towaliga River near Porsyth........................................ 94
Idaho................................................................. 95Palouse River near Potlatch........................................ 95
Illinois.............................................................. 95Bay Creek at Nebo.................................................. 95Bay Creek at Pittsfield............................................ 96Bear Creek near Marcelline......................................... 96Boneyard Creek at Urbana........................................... 97Cache River at Porman.............................................. 97Canteen Creek at Caseyville........................................ 98Crow Creek near Washburn........................................... 98Deer Creek near Chicago Heights.................................... 99Des Plaines River near Des Plaines................................. 99DuPage River at Troy............................................... 100Farm Creek at East Peoria.......................................... 100Galena River at Galena............................................. 100Goose Creek near De Land........................................... 101Hadley Creek at Kinderhook......................................... 101Hadley Creek near Shinn............................................ 101Henderson Creek near Little York................................... 102Kaskaskia River at Bondville....................................... 102Kaskaskia River near Arcola........................................ 102Kickapoo Creek at Peoria........................................... 103Kickapoo Creek at Waynesville...................................... 103Kickapoo Creek near Kickapoo..................... ................. 104Kickapoo Creek near Lincoln........................................ 104Lake Pork near Cornland............................................ 104Mill Creek at Milan................................................ 105Money Creek above Lake Bloomington................................. 105North Creek near Lansing........................................... 106Panther Creek near El Paso......................................... 106Plum River below Carrol Creek, near Savanna......................... 106Plum River near Savanna............................................ 107Pope Creek near Keithsburg......................................... 107Salt Creek near Rowell............................................. 108Salt Fork Vermilion River near Homer............................... 108Sangamon River at Mahomet.......................................... 108South Branch Kishwaukee River near Pairdale........................ 109Sugar Creek near Hartsburg......................................... 109Thorn Creek at Glenwood............................................ 110Thorn Creek at Thornton............................................ 110West Branch Salt Fork at Urbana.................................... Ill
Indiana............................................................... IllCedar Creek near Cedarville........................................ IllEagle Creek at Indianapolis........................................ 112Fall Creek near Portville.......................................... 112Flatrock Creek at St. Paul......................................... 113
VI CONTENTS
Gaging-station data Continued PageIowa.................................................................. 114
Maquoketa River near Manchester.................................... 114Perry Creek at 38th Street, Sioux City............................. 114Ralston Creek at Iowa City......................................... 115Rapid Creek near Iowa City......................................... 115Skunk River near Ames.............................................. 116Tarkio River at Blanchard.......................................... 116Waubonsie Creek near Bartlett...................................... 117Whitebreast Creek near Knoxville................................... 117
Kansas................................................................ 118Hundred and Ten Mile Creek near Quenemo............................ 118Paradise Creek near Paradise....................................... 118White Rock Creek at Lovewell....................................... 118
Kentucky.............................................................. 119Big Eagle Creek at Sadieville...................................... 119Cumberland River near Harlan....................................... 119Dix River near Danville............................................ 120East Pork Clarks River near Benton................................. 120East Pork Pond River near Apex..................................... 121Flat Creek near Frankfort.......................................... 121Ployds Pork at Pisherville......................................... 121Green River near McKinney.......................................... 122Johns Creek near Meta.............................................. 122Johns Creek near Van Lear.......................................... 122Laurel River at Corbin............................................. 123Licking River near Salyersville.................................... 123Little River near Cadiz............................................ 124Little Sandy River near Grayson.................................... 124McGills Creek near McKinney........................................ 125Mayfield Creek at Lovelaceville.................................... 125Middle Pork Beargrass Creek at Cannons Lane, Louisville............ 126North Pork Nolin River at Hodgenville.............................. 126Red River at Clay City............................................. 127Rose Creek at Nebo................................................. 127South Pork Beargrass Creek at Louisville........................... 128Tradewater River at Olney.......................................... 128Triplett Creek at Morehead......................................... 129Troublesome Creek at Noble......................................... 129Tygarts Creek near Greenup......................................... 130Yellow Creek near Middlesboro...................................... 130
Louisiana............................................................. 131Bayou Anacoco near Leesville....................................... 131Bayou Cocodrie near Clear-water..................................... 131Bayou Duplantier at City Lake, Baton Rouge......................... 132Black Bayou near Gilliam........................................... 132Bundick Creek near Dry Creek....................................... 133Castor Creek near Grayson.......................................... 133Comite River near Comite........................................... 134Cypress Bayou near Keithville...................................... 134Ward Creek at Siegen Lane, near Baton Rouge........................ 134
Maine................................................................. 135Swift River near Roxbury........................................... 135
Maryland.............................................................. 135Casselman River at Grantsville..................................... 135Dorsey Run near Jessup............................................. 136Linganore Creek near Frederick..................................... 136Little Palls Branch near Bethesda.................................. 137Northeast Branch Anacostia River at Riverdale...................... 137Piney Run near Sykesville.......................................... 138Rock Creek at Q Street, Washington, D.C............................ 138Rock Creek at Sherrill Drive, Washington, D.C...................... 139Savage River near Barton........................................... 139Sawmill Creek at Glen Burnie....................................... 140South Branch Patapsco River at Henryton............................ 140
Massachusetts......................................................... 141Charles River at Charles River Village............................. 141Hop Brook near New Salem........................................... 141Ipswich River near Ipswich......................................... 142Rocky Brook near Sterling.......................................... 142Ware River at Coldbrook............................................ 143Ware River at Gibbs Crossing....................................... 144
Michigan.............................................................. 145Cedar River at East Lansing........................................ 145Lower River Rouge at Inkster....................................... 145Middle River Rouge near Garden City................................ 146River Rouge at Detroit............................................. 146Sturgeon River near Sidnaw......................................... 147
Minnesota............................................................. 147Sturgeon River near Chisholm....................................... 147
CONTENTS VII
Gaging-station data Continued PageMinnesota--Continued
Whitewater River at Beaver......................................... 148Yellow Bank River near Odessa...................................... 148
Mississippi........................................................... 149Bowie Creek near Hattiesburg....................................... 149Bull Mountain Creek near Smithville................................ 149Coldwater River near Lewisburg..................................... 150Okatibbee Creek near Meridian...................................... 150Pigeonroost Creek near Lewisburg................................... 150Skuna River at Bruce............................................... 151Tallahalla Creek at Laurel......................................... 151Yockanookany River near Kosciusko.................................. 152
Missouri.............................................................. 152Beaver Creek near Rolla............................................ 152Behmke Branch near Rolla........................................... 152Big Creek near Yukon............................................... 153Blue River near Kansas City........................................ 153Bourbeuse River near St. James..................................... 153Castor River at Aquilla............................................ 154East Pork Big Creek near Bethany................................... 154Eleven Point River near Thomasville................................ 155Elk Fork Salt River near Paris..................................... 155Pox River at Wayland............................................... 156Green Acre Branch near Rolla....................................... 156Jacks Pork at Eminence............................................. 157James River below Battlefield...................................... 157James River near Battlefield....................................... 157Little Beaver Creek near Rolla..................................... 158Little Piney Creek at Newburg...................................... 158Little River ditch 251 near Lilbourn............................... 159Locust Creek near Milan............................................ 159Lost Creek at Seneca............................................... 159Loutre River at Mineola............................................ 160Maries River at Westphalia......................................... 160Medicine Creek near Gait........................................... 161Medicine Creek near Sturges........................................ 161Meramec River near Meramec......................................... 162Middle Fabius River near Baring.................................... 162Middle Fabius River near Monticello................................ 163Middle Fork Salt River at Paris.................................... 163Moniteau Creek near Fayette........................................ 164North River at Palmyra............................................. 164Petite Saline Creek near Boonville................................. 165South Fork Salt River at Santa Fe.................................. 165Turkey Creek at Joplin............................................. 165Wakenda Creek at Carrollton........................................ 166West Tarkio Creek near Westboro.................................... 166
Montana............................................................... 167Boulder River near Boulder......................................... 167Red Rock River at Kennedy Ranch, near Lakeview..................... 167Skyland Creek near Essex........................................... 168
Nebraska.............................................................. 168Beaver Creek at Loretto............................................ 168Elm Creek near Overton............................................. 168New York Creek at Herman........................................... 169North Fork Republican River at Colorado-Nebraska State line........ 169Omaha Creek at Homer............................................... 170Plum Creek near Smithfield......................................... 170Shell Creek near Columbus.......................................... 170South Fork Elkhorn River at Ewing.................................. 171White River at Crawford............................................ 171Wood River near Riverdale.......................................... 171
Nevada................................................................ 172East Fork Carson River near Gardnerville........................... 172
New Hampshire......................................................... 173Ammonoosuc River at Bethlehem Junction,............................ 173Baker River at Wentworth........................................... 173Baker River near Rumney............................................ 174East Branch Pemigewasset River near Lincoln........................ 174Mascoma River at West Canaan....................................... 175Otter Brook near Keene............................................. 175Saco River near Conway............................................. 176Soucook River near Concord......................................... 176Warner River at Davisville......................................... 177
New Jersey............................................................ 178Assunpink Creek at Trenton......................................... 178Cupsaw Brook near Wanaque.......................................... 179Flat Brook near Flatbrookville..................................... 180Maurice River at Norma............................................. 181
VIII CONTENTS
Gaging-station data--Continued PageNew Jersey Continued
North Branch Raritan River near Raritan............................ 182Passaic River near Chatham......................................... 182Passaic River near Millington...................................... 183Pequest River at Pequest........................................... 184Saddle River at Lodi............................................... 185South Branch Raritan River at Stanton.............................. 186South Branch Raritan River near High Bridge........................ 187Toms River near Toms River......................................... 188Whippany River at Morristown....................................... 189
New Mexico............................................................ 190Black River above Malaga........................................... 190Chicorica Creek near Hebron........................................ 190Coyote Creek below Black Lake...................................... 190Coyote Creek near Golondrinas...................................... 191El Rito near El Rito............................................... 191Gallinas River at Montezuma........................................ 192Gallinas River near Lourdes........................................ 192Gallinas River near Montezuma...................................... 193LaPlata River at LaPlata........................................... 193Little Tesuque Creek near Santa Pe................................. 193Mora River at La Cueva............................................. 194Mora River near Golondrinas........................................ 195Moreno Creek at Eagle Nest......................................... 195Pojoaque Creek at Pojoaque Bridge, near Nambe...................... 196Ponil Creek near Cimarron.......................................... 196Red River at mouth, near Questa.................................... 196Rio Aqua Negro near Holman......................................... 196Rio Bonito at Hondo................................................ 197Rio Guadalupe near Jemez Springs................................... 197Rio Nambe near Nambe............................................... 197Rio Puerco at Cabezon.............................................. 198Rio Puerco near Cabezon............................................ 198Rio Ruidoso at Hondo............................................... 198Rio Tularosa near Bent............................................. 199Rio Tularosa near Tularosa......................................... 199Tesuque Creek above diversions, near Santa Pe...................... 199
New York.............................................................. 200Albright Creek at East Homer....................................... 200Beaver Kill at Cooks Palls......................................... 201Beaver Kill at Craigie Clair....................................... 202Beaver Swamp Brook near Harrison................................... 202Bennett Creek at Canisteo.......................................... 203Canacadea Creek near Hornell....................................... 203Canasawacta Creek near South Plymouth.............................. 204Canaseraga Creek near Dansville.................................... 205Cazenovia Creek at Ebenezer........................................ 206Charlotte Creek at Davenport....................................... 206Cherry Valley Creek at Westville................................... 207Cohocton River at Avoca............................................ 207Cohocton River at Cohocton......................................... 207Cold Spring Brook at China......................................... 208Coles Clove Kill near Pepacton..................................... 208Conewango Creek at Waterboro....................................... 209East Branch Delaware River at Downsville........................... 209East Branch Delaware River at Margaretville........................ 210Esopus Creek near Olivebridge...................................... 210Pishkill Creek at Beacon........................................... 211Pivemile Creek near Kanoma......................................... 211Genegantslet Creek at Smithville Plats............................. 212Genesee River at Scio.............................................. 213Independence River at Donnattsburg................................. 214Kinderhook Creek at Rossman........................................ 215Little Delaware River near Delhi................................... 216Massapequa Creek at Massapequa..................................... 216Neversink River at Claryville...................................... 217Neversink River at Halls Mills, near Curry......................... 217Neversink River near Claryville.................................... 217Oaks Creek at Index................................................ 218Oatka Creek at Garbutt............................................. 218Otego Creek near Oneonta........................................... 219Otselic River near Upper Lisle..................................... 219Owego Creek near Owego............................................. 220Penataquit Creek at Bay Shore...................................... 220Rondout Creek near Lowes Corners................................... 221Sage Brook near South New Berlin................................... 221Schoharie Creek at Prattsville..................................... 222Shackham Brook near Truxton........................................ 223Terry Clove Kill near Pepacton..................................... 223
CONTENTS IX
Gaging-station data Continued PageNew York--Continued
Tremper Kill near Shavertown....................................... 224Tuscarora Creek near South Addison................................. 224Wallkill River at Pellets Island Mountain.......................... 225Wallkill River near Unionville..................................... 226Wapplnger Creek near Wappingers Palls.............................. 226West Branch Delaware River at Delhi................................ 227West Branch Delaware River at Walton............................... 227West Branch Oswegatchie River near Harrisville..................... 228Willowemoc Creek at Debruce........................................ 229Willowemoc Creek near Livingston Manor............................. 229
North Carolina........................................................ 230Abbotts Creek at Lexington......................................... 230Big Laurel Creek near Stackhouse................................... 230Brown Creek near Polkton........................................... 231Cane Creek at Fletcher............................................. 231Cataloochee Creek near Cataloochee................................. 232Catheys Creek near Brevard......................................... 232Clear Creek near Hendersonvllle.................................... 232Davidson River near Brevard........................................ 233Drowning Creek near Hoffman........................................ 234Elk River near Banner Elk.. ....................................... 234Elk River near Elk Park............................................ 235Fisher River near Copeland......................................... 235French Broad River at Blantyre..................................... 236French Broad River at Calvert...................................... 237French Broad River at Rosman....................................... 237Hazel Creek at Proctor................'............................. 238Hominy Creek at Candler............................................ 238Ivy River near Marshall............................................ 239Jonathan Creek near Cove Creek..................................... 239Little Sugar Creek near Charlotte.................................. 240Little Tennessee River at lotla.................................... 240Little Tennessee River near Prentiss............................... 241Lower Little River at Manchester................................... 241Mayo River near Price.............................................. 242Middle Creek near Clayton.......................................... 242Mills River near Mills River....................................... 243Mud Creek at Naples................................................ 243Nantahala River near Rainbow Springs............................... 244Noland Creek near Bryson City...................................... 244North Fork New River at Crumpler................................... 245North Toe River at Altapass........................................ 245Oconaluftee River at Birdtown...................................... 246Oconaluftee River at Cherokee...................................... 246Reddles River at North Wilkesboro.................................. 247Rocky Creek at Turnersburg......................................... 247Scott Creek above Sylva............................................ 248Scott Creek at Sylva............................................... 248Shooting Creek near Hayesville..................................... 248Snowbird Creek near Robbinsville................................... 249South Fork Mills River at The Pink Beds............................ 249South Fork New River near Jefferson................................ 250South Toe River at Newdale......................................... 250South Yadkin River near Mocksville................................. 251Tar River near Tar River........................................... 251Valley River at Tomotla............................................ 252Watauga River near Sugar Grove..................................... 253Yadkin River at Patterson.......................................... 253
North Dakota.......................................................... 254Heart River near South Heart....................................... 254
Ohio.................................................................. 254Beach Creek near Bolton............................................ 254Blanchard River near Findlay....................................... 255Captina Creek at Armstrongs Mills.................................. 255Clear Fork at Butler............................................... 256Clear Fork at Newville............................................. 256Conneaut Creek at Amboy............................................ 256Cowan Creek near Wilmington........................................ 257Cuyahoga River at Hiram Rapids..................................... 257Deer Creek at Williamsport......................................... 257East Branch Black River at Elyria.................................. 258East Branch Huron River near Norwalk............................... 258East Fork Little Miami River at Williamsburg....................... 258East Fork Little Miami River near Bantam........................... 259Greenville Creek near Bradford..................................... 259Greenville Creek near Greenville................................... 259Hocking River near Lancaster....................................... 260
X CONTENTS
Gaging-station data Continued PageOhio Continued
Jerome Pork at Jeromeville......................................... 260Lake Pork near Loudonville......................................... 260Lisbon Creek at Lisbon............................................. 261Little Miami River at Spring Valley................................ 261Little Muskingum River at Pay...................................... 262Mad River near Urbana.............................................. 262Mahoning River near Deerfield...................................... 263Middle Branch Nimishillen Creek at Canton.......................... 263Mill Creek at Youngstown........................................... 263Mill Creek near Bellepoint......................................... 264Mill Creek near Berlin Center...................................... 264Mill Creek near Coshocton.......................................... 265Mill Creek near Jefferson.......................................... 265Nimishillen Creek at North Industry................................ 266North Pork Licking River at Utica.................................. 266Ohio Brush Creek near West Union................................... 267Olentangy River at Claridon........................................ 267Olentangy River near Delaware...................................... 268Ottawa River at Kalida............................................. 268Paint Creek near Greenfield........................................ 269Raccoon Creek at Granville......................................... 269Rock Creek near Rock Creek......................................... 270Rocky Pork near Barretts Mills..................................... 270Rocky Pork near Mansfield.......................................... 270St. Joseph River near Blakeslee.................................... 271St. Marys River near Willshire..................................... 271Salt Creek at Tarlton.............................................. 271Salt Creek near Chandlersville..................................... 271Salt Creek near Londonderry........................................ 272Sandusky River near Upper Sandusky................................. 272Sandy Creek at Waynesburg.......................................... 273Scioto River at La Rue............................................. 273Short Creek near Dillonvale........................................ 274Sugar Creek above Beach City Dam, at Beach City.................... 274Sugar Creek at Strasburg........................................... 274Talawanda Creek near Hamilton...................................... 275Tenmile Creek at Toledo............................................ 275Touby Run at Mansfield............................................. 275Town Creek near Van Wert........................................... 276Whetstown Creek near Shawtown...................................... 276Wolf Creek at Dayton............................................... 276
Oklahoma.............................................................. 277Barnitz Creek near Arapaho......................................... 277Bird Creek at Avant................................................ 277Hominy Creek near Skiatook......................................... 277Otter Creek at Mountain Park....................................... 278Pryor Creek near Pryor............................................. 278Turkey Creek near Drummond......................................... 278
Oregon................................................................ 279Blue River above Quentin Creek..................................... 279Blue River near Blue River......................................... 279Breitenbush Creek above French Creek, near Detroit................. 280Coast Pork Willamette River at London.............................. 280East Pork Dairy Creek at Mountaindale.............................. 281East Pork Hood River above intake, near Mount Hood................. 281Gales Creek near Forest Grove...................................... 281Johnson Creek at Sycamore.......................................... 282Little Sandy River near Marmot..................................... 282Little Zigzag River at Twin Bridges, near Rhododendron............. 282Long Tom River near Noti........................................... 283McKenzie River at McKenzie Bridge.................................. 284Miller Creek near Lorella.......................................... 285Nestucca River near McMinnville.................................... 285North Pork Malheur above Agency Valley Reservoir, near Beulah...... 286North Santiam River at Detroit..................................... 286North Umpqua River above Clearwater River, near Toketee Falls...... 287North Umpqua River at Toketee Falls................................ 287North Umpqua River below Lake Creek, near Toketee Palls............ 288Row River above Pitcher Creek, near Dorena......................... 288Sandy River near Marmot............................................ 289Siletz River at Siletz............................................. 290South Santiam River below Cascadia................................. 291South Yamhill River near Willamina................................. 291Trask River near Tillamook......................................... 292Wiley Creek near Foster............................................ 292Wilson River near Tillamook........................................ 293Zigzag River at Twin Bridges, near Rhododendron.................... 293
CONTENTS XI
Gaging-station data Continued PagePennsylvania.......................................................... 294
Casselman River at Markleton....................................... 294Clearfield Creek at Dimeling....................................... 295Codorus Creek near York............................................ 296Conestoga Creek at Lancaster....................................... 296Cowanesque River near Lawrenceville................................ 297Crooked Creek at Idaho............................................. 297Dilldown Creek near Long Pond...................................... 297Driftwood Branch Sinnemahoning Creek at Sterling Run............... 298East Branch Clarion River at East Branch Clarion River Dam......... 298Green Lick Run at Green Lick Reservoir............................. 299Kettle Creek at Cross Pork......................................... 299Laurel Hill Creek at Ursina........................................ 300Lehigh River at Tannery............................................ 301Little Conemaugh River at East Conemaugh........................... 302Little Pishing Creek at Eyers Grove................................ 302Little Mahoning Creek at McCormick................................. 303Little Schuylkill River at Tamaqua................................. 304Loyalhanna Creek at Kingston....................................... 305Muddy Creek at Castle Pin.......................................... 305Pohopoco Creek near Parryville..................................... 306Raccoon Creek at Moffats Mill...................................... 306Shenango River near Turnerville.................................... 307South Branch Codorus Creek near York............................... 307South Pork Tenmile Creek at Jefferson.............................. 308Tioga River at Tioga............................................... 308Tionesta Creek at Lynch............................................ 309Toby Creek at Luzerne.............................................. 309Turtle Creek at Trafford........................................... 310West Branch Lackawaxen River at Prompton........................... 310West Branch Susquehanna River at Bower............................. 311
South Carolina........................................................ 312Little River near Mount Carmel..................................... 312North Pacolet River at Pingerville................................. 312Reedy River near Greenville........................................ 313
South Dakota.......................................................... 313Beaver Creek near Buffalo Gap...................................... 313Castle Creek above Deerfield Reservoir, near Hill City............. 314Lake Creek below refuge, near Tuthill.............................. 314Rapid Creek at Big Bend............................................ 314South Pork White River near Martin................................. 314
Tennessee............................................................. 315Barren Pork near Trousdale......................................... 315Bee Creek at Herbert............................................... 315Big Sandy River at Big Sandy....................................... 316Big Sandy River at Bruceton........................................ 316Brush Creek near Ducktown.......................................... 317Calfkiller River below Sparta...................................... 317Caney Pork at Clifty............................................... 318Clear Pork near Robbins............................................ 318Daddys Creek near Crab Orchard..................................... 319Emory River near Wartburg.......................................... 319Palling Water River near Cookeville................................ 320First Creek at Fifth Avenue, at Knoxville.......................... 320First Creek at Mineral Springs Avenue, at Knoxville................ 321Lick Creek at Mohawk............................................... 321Little Pigeon River at Sevierville................................. 322New River at New River............................................. 323North Indian Creek near Unicoi..................................... 323Piney River at Vernon.............................................. 324Richland Creek near Pulaski........................................ 325Roan Creek at Butler............................................... 325Roan Creek near Neva............................................... 326Roaring River near Hilham.......................................... 326Sequatchie River near Whitwell..................................... 327Shoal Creek at Iron City........................................... 328Sulphur Pork Red River near Adams.................................. 328Tellico River at Tellico Plains.................................... 329West Fork Obey River near Alpine................................... 329
Texas................................................................. 330Aquilla Creek near Aquilla......................................... 330Big Sandy Creek near Bridgeport.................................... 330Blanco River at Wimberly........................................... 331Brays Bayou at Houston............................................. 331Cibolo Creek above Bracken......................................... 332Cibolo Creek at Selma.............................................. 332Clear Fork Trinity River near Aledo................................ 332Cypress Creek near Pittsburg....................................... 333
XII CONTENTS
Gaging-station data Continued PageTexas Continued
Cypress Creek near Westfield....................................... 333East Pork San Jacinto River near Cleveland......................... 334Guadalupe River at Hunt............................................ 334Hords Creek at Coleman............................................. 334Johnson Creek near Ingrain.......................................... 335Limpia Creek near Port Davis....................................... 335Mountain Creek near Grand Prairie.................................. 335Mud Creek near Jacksonville........................................ 336Plum Creek near Luling............................................. 336Spring Creek near Spring........................................... 337Whiteoak Bayou at Houston.......................................... 337
Utah.................................................................. 338Ash Creek near New Harmony......................................... 338
Vermont............................................................... 338East Branch Passumpsic River near East Haven....................... 338South Branch Waits River near Bradford............................. 339White River near Bethel............................................ 339
Virginia.............................................................. 340Buffalo River near Norwood......................................... 340Calfpasture River above Mill Creek, at Goshen...................... 340Cedar Creek near Winchester........................................ 341Chestnut Creek at Galax............................................ 341Chickahominy River near Providence Porge........................... 342Craig Creek at Parr................................................ 342Goose Creek near Huddleston........................................ 343Goose Creek near Leesburg.......................................... 344Hardware River below Briery Run, near Scottsville.................. 344Hudson Creek near Boswells Tavern.................................. 345Little River at Graysonton......................................... 345Maury River at Rockbrldge Baths.................................... 346Mechum River near Ivy.............................................. 346Middle Pork Holston River at Groseclose............................ 347Middle Pork Holston River at Sevenmile Ford........................ 347Middle Pork Holston River near Meadowview.......................... 348North Pork Holston River near Saltville............................ 349North Pork Shenandoah River at Cootes Store........................ 350North River near Stokesville....................................... 350Otter River near Altavista......................................... 351Otter River near Evington.......................................... 351Pedlar River near Pedlar Mills..................................... 351Pigg River near Toshes............................................. 352Pound River near Haysi............................................. 353Powell River near Jonesville....................................... 354Rappahannock River near Warrenton.................................. 354Roanoke River at Roanoke........................................... 355Rockfish River near Greenfield..................................... 356Russell Pork at Haysi.............................................. 356Sandy River near Danville.......................................... 357South Pork Holston River at Riverside, near Chilhowie.............. 357South Pork Holston River at Vestal................................. 358Tye River near Lovingston.......................................... 358Walker Creek at Bane............................................... 359Wolf Creek near Narrows............................................ 359
Washington............................................................ 360Bear Creek near Eagle Gorge........................................ 360Beaver Creek near Newhalem......................................... 360Black River at Little Rock......................................... 360Carbon River near Fairfax.......................................... 361Cedar River at Renton.............................................. 361Cedar River below Bear Creek, near Cedar Palls..................... 362Cedar River near Cedar Palls....................................... 362Charley Creek near Eagle Gorge..................................... 362Chiwawa River near Plain........................................... 363Cowlitz River at Packwood.......................................... 363Deschutes River near Olympia....................................... 364Douglas Creek near Alstown......................................... 364Dry Creek near Walla Walla......................................... 364Dungeness River near Sequim........................................ 365East Fork Touchet River near Dayton................................ 365Friday Creek near Burlington....................................... 365Friday Creek near Lester........................................... 366Green River at Kanaskat............................................ 366Green River near Auburn............................................ 366Green River near Black Diamond..................................... 367Green River near Lester............................................ 367Green River near Palmer............................................ 368Kalama River below Italian Creek, near Kalama...................... 368
CONTENTS XIII
Gaging-station data Continued PageWashington Continued
Middle Pork Snoqualmie River near North Bend....................... 369Mill Creek at Walla Walla.......................................... 369Mill Creek near Walla Walla........................................ 370Nisqually River near Alder......................................... 370Nisqually River near National...................................... 371Nooksack River near Glacier........................................ 371North Pork Cedar River near Lester................................. 371North Pork Skokomish River near Hoodsport.......................... 372North River near Raymond........................................... 372Puyallup River near Orting......................................... 373Railroad Creek at Lucerne.......................................... 374Rex River near Cedar Palls......................................... 374Samish River near Burlington....................................... 375Satsop River near Satsop........................................... 375Smay Creek near Lester............................................. 376Snow Creek near Lester............................................. 376South Pork Cedar River near Lester................................. 377South Pork Palouse River above Paradise Creek, near Pullman........ 377South Pork Palouse River at Pullman................................ 377South Pork Skykomish River near Index.............................. 378South Pork Skykomish River near Skykomish.......................... 378South Pork Snoqualmie River at North Bend.......................... 379South Pork Stillaguamish River above Jim Creek, near Arlington..... 379South Pork Stillaguamish River near Granite Palls.................. 380Tolt River near Carnation.......................................... 380Touchet River at Bolles............................................ 381White River at Greenwater.......................................... 381Willapa River at Lebam............................................. 382Willapa River near Willapa......................................... 382Wind River near Carson............................................. 382
West Virginia......................................................... 383Big Sandy Creek at Rockville....................................... 383Bluestone River near Pipestem...................................... 384Buckhannon River at Hall........................................... 384Buffalo Creek at Barrackville...................................... 385Camp Creek near Camp Creek......................................... 385Coal River at Ashford.............................................. 386Dry Pork River at Hendricks........................................ 386Elk River at Centralia............................................. 387Pourpole Creek at Huntington....................................... 387Gauley River at Camden on Gauley................................... 388Leading Creek near Glenville....................................... 388Little Coal River at Danville...................................... 389Little Kanawha River at Glenville.................................. 389Little Kanawha River near Burnsville............................... 390Meadow River at Nallen............................................. 391Middle Pork River at Audra......................................... 392North Pork of South Branch Potomac River at Cabins................. 392Opequon Creek near Martinsburg..................................... 393Patterson Creek near Headsville.................................... 393Piney Creek at Raleigh............................................. 394Pocatalico River at Sissonville.................................... 394Second Creek near Second Creek..................................... 395Skin Creek near Brownsville........................................ 395South Branch Potomac River at Franklin............................. 396South Pork of South Branch Potomac River near Moorefield........... 396Tuscarora Creek above Martinsburg.................................. 397Tygart River near Dailey........................................... 397Tygart River near Elkins........................................... 398West Pork River at Brownsville..................................... 398West Pork River at Butcherville.................................... 399West Pork River at Clarksburg...................................... 400Wheeling Creek at Elm Grove........................................ 400
Wisconsin............................................................. 401Big Eau Plelne River near Stratford................................ 401Coon Creek at Coon Valley.......................................... 401East Branch Pond du Lac River at Pond du Lac....................... 402Galena River at Buncombe........................................... 402Kinnikinnic River near River Palls................................. 403Pecatonica River at Darlington..................................... 403Turtle Creek near Clinton.......................................... 404West Branch Pond du Lac River at Pond du Lac....................... 404
Wyoming............................................................... 405Badwater Creek at Lost Cabin....................................... 405Clarks Pork Yellowstone River above Squaw Creek, near Painter...... 405Douglas Creek near Poxpark......................................... 405Middle Pope Agie River near Lander................................. 406Muddy Creek near Pavillion......................................... 406
XIV CONTENTS
ILLUSTRATIONS
Page Plate 1. Map of the conterminous United States showing location of
selected gaging stations................................ In pocketFigure 1. Map of the conterminous United States showing parts for
which streamflow records are published..................... 32. Typical discharge hydrograph and basin precipitation
diagram.................................................... 4
FLOOD PEAK RUNOFF AND ASSOCIATED PRECIPITATION IN SELECTED DRAINAGE BASINS IN THE UNITED STATES
By Tate Dalrymple
Introduction
The Watershed Protection and Flood Prevention Act (Public Law 566, 83d Congress, 2d sess., passed Aug. 4, 1954) author ized the Secretary of Agriculture to assist local organizations in planning and carrying out watershed projects in areas of not more than 250, 000 acres (391 sq mi) and to obtain the cooperation and assistance of other Federal agencies for this purpose. Under this authority, the Soil Conservation Service, U. S. Department of Agriculture, entered into an agreement with the Geological Sur vey, U.S. Department of the Interior, for the furnishing of cer tain hydro logic information.
The information desired was a compilation of runoff and pre cipitation data from gaged drainage basins of 400 square miles or less. Records were to represent natural flow and were to be 5 or more years in length. A listing of gaging stations revealed that of a total of 3,129 suitable stations, only 797 were near pre cipitation stations. This report presents data from these 797 gaging stations; the general location of these gages is shown on a map of the United States, plate 1.
Computation of data was done in Survey field offices at Ashe- ville, N. C., Atlanta, Ga., Charlottesville, Va., Chattanooga, Tenn., College Park, Md. , and Denver, Colo.; general super vision was by the Floods Section, Surface Water Branch, Wash ington, D. C. Coordination with the Soil Conservation Service was maintained through Harold O. Ogrosky, chief, Hydrology Branch, Engineering Division.
Gaging-station data
Data are presented, for each station, in tabular form. The table heading shows: 1. Name and location of station, as "Alafia River at Lithia, Fla. "
1
2 FLOOD PEAK RUNOFF AND PRECIPITATION
2. A station number, as "9-5045." These are permanently as signed, and are shown in the series of reports entitled "Sur face Water Supply of the United States. " The "9" identifies the station as being in the report for the Colorado River basin; figure 1, a map of the conterminous United States, shows areas covered by each of the 18 volumes in which streamflow records are published. The "5045" locates the station in the basin; numbers are assigned in a downstream direction along the main stem, and all stations on a tributary entering above a main-stem station are listed before that station.
3. Latitude and longitude of gage.4. Drainage area, in square miles.5. Mean annual precipitation, in inches.
The table contains 10 columns, and shows data relative to an nual peak discharges, as follows:1. The water year, October 1 through September 30, is identified
by the calendar year in which it ends.2. Date of maximum momentary flood peak for water year.3. Peak discharge, in cubic feet per second.4. Antecedent base discharge, in cubic feet per second. This is
the daily mean discharge on the day preceding the flood rise, and was easily identified from a hydrograph such as is pre sented as figure 2. A similar graph was prepared for each year of record. Daily mean discharges were plotted at noon, and the instantaneous peak was indicated by a dot at the ap propriate hour. Daily precipitation was plotted along the lower edge of sheet.
5. Direct runoff, in inches, was considered to be the surface run off and was computed by separating the base flow from the total flow. This separation was done graphically by extending the trend line of flow prior to flood to the time of the instan taneous peak and then drawing the trend line upward to a point on the recession limb of the hydrograph. (See dashed line on fig. 2). This point of intersection should be the point where direct flow ceases and all flow becomes base flow, a period designated as N days after the crest or after the end of an appreciable amount of runoff-producing rain. The selection of N is not particularly critical, and values usually selected were 1 day for areas of 0 to 30 square miles, and 2 days for areas of 31 to 260 square miles, and 3 days for areas of 261 to 400 square miles. Conditions causing prolonged direct runoff were taken into consideration by applying a general rule that the base flow should not exceed 5 cubic feet per second (cfs) per square mile at any time. Personal judgment was required in analyzing multiple and complex peaks, par ticularly those caused by storms so close together that direct runoff did not end between the storms. (For a discussion of
Fig
ure
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FLOOD PEAK RUNOFF AND PRECIPITATION
10,000
^ 1000CO
o
10080
z O v>
0. £:
UJ ?
i r i i i iPeak, 9300 cfs
1 1 1
18 1 19 ' 20 1 21 22 23 24 '
1 1
25 ' 26 ' 27APRIL 1952
Figure 2.-Typical discharge hydrograph and basin precipitation diagram.
GAGING-STATION DATA 5
separation of hydrograph components, see Linsley, Kohler, and Paulhus, p. 397-404. )* The direct runoff is the sum of the daily discharges minus the base flow, as read on noon line for each day of estimated base flow graph. Runoff, in inches=(total cfs-days x 0. 0372) / (drainage area in square miles).
6. Associated precipitation is the total over the basin, and is shown on the graph (fig. 2); datawere taken from'publications of the U. S. Weather Bureau. Basin precipitation was com puted by preparing a sketch map of the drainage basin above the gage. Precipitation stations in and within 10 miles of the basin were spotted on the map. Appropriate weights were assigned to each precipitation record by an approximate ap plication of the Thiessen method of weighting. Personal judgment based on location of the gages was used when their distribution was not uniform over the area. In some records of uneven coverage, weight was assigned to each gage in in verse proportion to its distance from the center of the basin.
7. Storm duration is the number of days of associated precipi tation, and also may be read from the graph.
8,9. Antecedent 5-and 30-day precipitation was tabulated from U. S. Weather Bureau records, using the same weighting fac tors as in 6 above.
10. Annual runoff was taken from published records of the Geo logical Survey.
Normally, a peak from snow melt cannot be analyzed properly owing to lack of information. The data presented in this report do not represent a true relationship between the annual peak and the precipitation that fell during the time of this peak. Results shown, however, will be valuable in defining general relation ships during the winter months.
*R.K. Linsley, M. A. Kohler, J.L.H. Paulhus, 1949, Applied Hydrology: New York, McGraw Hill Book Co., 689 p.
ALABAMA
Big Nance Creek at Courtland, Ala. (3B-5865) Lat 34°40'12", long 87°19'02"; drainage area, 166 sq mi; mean annual precipitation , 49.41 in.
Wateryear
1938193919401945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 11Feb. 16July 10Mar. 21Feb. 10Jan. 2Feb. 13Jan. 5Jan. 7Feb. 1Dec. 9Feb. 22Jan. 23Mar. 22Apr. 7Feb. 1Nov. 18Apr. 19Mar. 3
Peakdischarge
(cfs)
3,5205,0904,1001,7008,1803,9609,060
10,80012,30011,3008,1404,5207,6207,1604,0809,3306,1902,4005,610
Antecedentbase
discharge(cfs)
164451
22196240
76192153
73127
4729422090595792
118252
Directrunoff(in)
1.362.324.10
.674.082.386.586.175.794.623.432.503.702.582.096.285.301.192.34
Associatedprecipitation
(in)
2.043.359.742.025.424.098.328.117.965.573.894.034.305.304.117.738.612.443.27
Stormduration(days)
12
116262232122326522
Antecedentprecipitation
(in
5 -day0.47
.58
.03
.031.35
.00
.67
.48
.05
.101.37
.732.31
.720
.591.400
.14
30 -day2.426.972.727.345.211.532.573.324.203.595.135.935.714.733.302.533.623.693.56
Annualrunoff
(in)
17.0626.9116.53
-26.7519.0021.9929.9834.5927.4925.1019.7211.1516.9714.1617.8829.1712.1321.78
Big Swamp Creek near Lowndesboro, Ala. (2B-4220) Lat 32°16', long 86°42'; drainage area, 242 sq mi, and 247 sq mi (revised) 1955-60, mean annual precipitation, 52.25 in.
Water year
193819411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 1Mar. 8Dec. 24Mar. 21Mar. 23Apr. 25June 2Apr. 3Mar. 7Nov. 27July 13Apr. 22Mar. 25May 4Dec. 6Apr . 14Mar. 16Apr. 5Mar. 7Apr. 12Jan. 18
Peak discharge
(cfs)
a£7,400b6,700
b!5,50024,100
b20,80015,50016,2005,9507,890
37,0003,3402,1303,4608,7704,200
11,5007,210
16,00019,5005,2606,800
Antecedent base'
discharge (cfs)
54502589
148112
2097
16120124894212.82.3
27486854
110
Direct runoff (in)
7.651.704.33
11.277.074.633.601.865.25
16.471.551.351.685.073.944.232.825.865.501.412.26
Associated precipitation
(in)
7.821.647.26
10.435.515.906.423.775.70
18.264.783.482.428.457.078.335.087.528.652.802.96
Storm duration (days)
112545235
10375
119955221
Antecedent precipitation
(in)
5 -day
000
.29
.841.560
.090
.011.42
.39000
.04
.020
.0100
30 -day
4.473.194.895.444.084.227.365.626.083.794.464.344.945.881.751.363.664.17(c)5.603.23
Annual runoff
(in)
-8.98
19.9625.0730.1612.8229.6621.0923.3337.939.595.397.76
17.8511.026.487.87
16.9415.0711.4219.86
a Maximum daily discharge during period December to April.b Maximum daily discharge.c Record incomplete; not computed.
ALABAMA
Buttahatchee River near Hamilton, Ala. (2B-4385) Lat 34°03', long 88°01' drainage area, 508 sq mi; mean annual precipitation, 53.90 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 16Dec. 28Mar. 28Feb. 22Jan. 8Apr. 11Feb. 12Jan. 5Jan. 6Mar. 29Dec. 8Apr. 30Jan. 22Mar. 21Feb. 3Jan. 31Nov. 17Feb. 13Mar. 2
Peak discharge
(cfs)
4,7407,200
20,60015,20021,30012,50017,30022,10022,80024, 20020, 20015,60015,10017,20013,50011,00010,2004,770
14,900
Antecedent base
discharge (cfs)
164168575950354711403514222530213254593306328242285616428
Direct runoff (in)
0.701.394.431.395.182.625.246.844.825.232.401.782.703.403.113.362.221.012.03
Associated precipitation
(in)
2.403.727.111.428.844.758.669.207.496.415.443.804.535.676.546.635.342.462.80
Storm duration (days)
1131678332112238321
Antecedent precipitation
(in)
5 -day01.05
.16
.72
.281.53
.16
.710
.171.664.472.28
.631.18
.582.44
.97
.13
30-day1.774.698.982.903.353.973.193.944.143.494.677.565.345.11(a)3.327.62a)
(a)
Annual runoff (in)
12.5812.4321.8120.3328.3825.9622.4535.0732.3328,3522.6321.9014.6822.2818.0121.1429.2118.3623.04
a Record incomplete. Note. Records 1951-60 for gage below Hamilton; drainage area, 284 sq mi.
Chattooga River at Salesville. Ala. (2B-3985) Lat 34°16 drainage area, 577 sq mij mean annual precipitation, 56
', long 85°34' .95 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 9Apr. 9Mar. 1
Mar. 14, 15July 16Feb. 17Dec . . 30
Mar. 29, 30Feb. 15Feb. 11Jan. 21Feb. 14Nov. 29Mar. 14Mar. 30Mar. 12Feb. 22Jan. 17 'Feb. 8Apr. 1>Feb. 2Nov. 20Apr. 20Mar. 30
Peak discharge
(cfs)
agoi11,2007,8304,0405,7507,440
13,5009,7506,830
18,10014,20012,10032,00012,70033,70014,6008,6009,7006,7806,960
11,20011,5004,3204,720
Antecedent base
discharge (cfs)
157766890558462294285
1,010510635780754840670624788
1,450362352747960386588633
Direct runoff (in)
0.122.283.401.021.351.683.352.622.423.527.244.896.092.935.782.711.952.311.681.284.033.391.01
.88
Associated precipitation
(in)
1.124.896.202.694.053.555.505.094.815.279; 728.147.234.787.024.013.494.203.252.296.035.112.192.96
Storm duration (days)
419241225267211122217612
Antecedent precipitation
(in)
5 -day0.30
.73
.88
.491.150
.81
.26
.231.441.43
.48
.84
.99
.0301.54
.66
.85.49
1.050
.010
30 -day0.907.339.264.747.952.568.219.223.806.095.953.529.042.557.683.745.602.623.886.383.703.14(b)4.30
Annual runoff (in)
_21.4923.3113.8613.2421.9218.9023.7717.3337.8327.5523.0940.3830.9025.4129.4926.0716.6216.8920.1922.3128.4915.7020.91
a Maximum during period June to September, b Record incomplete; not computed.
ALABAMA
Choccolocco Creek near Jenifer, Ala. (2B-4040) Lat 33°34', long 85°56'} drainage area, 275 sq mi, and 281 sq mi (revised) 1955-60; mean annual precipitation, 52.20 in.
Water year
192919301931193219351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 17Mar. 7Nov. 18Jan. 31Sept. 10Feb. 4Apr. 30Apr. 8Mar. 2July 13Mar. 22Mar. 21Mar. 21Mar. 30May 15Jan. 7Jan. 20Feb. 9Nov. 29Mar. 15Mar. 29Mar. 23Jan . 10Jan. 17Feb. 8Mar. 16Apr. 5Apr. 16June 1Feb. 1
Peak discharge
(cfs)
al , 540b9,100
1,930c4,450al,34021,9009,680
18,8003,2405,980
bl,4206,1407,0304,8102,750
13,40012,5006,310
16,6002,020
20,4009,7708,4407,9503,9206 630
11,8004,6003,3002,220
Antecedent base
discharge (cfs)
168260
97195126472333
1,080463162302581740818299447451400
1,030435398661259178143293730458197210
Direct runoff
(in)
0.142.44
.741.04
.304.362.523.861.433.05
.631.471.961.45
.833.923.443.223.78
.564.512.342.481.60
.972.292.741.11
.91
.81
Associated precipitation
(in)
3.516.275.962.855.325.456.437.423.009.442.133.794.403.603.116.516.696.506.072.627.363.415.963.712.845.074.352.962.752.52
Storm duration (days)
115321623941222366311222131122
Antecedent precipitation
(in)
5-day
0.48.04
0.53
01.01
.741.86
.121.47
.80
.98
.811.43
.69
.51
.94
.882.29
.59
.08
.60
.42
.24
.05
.44
.88
.35
.470
30 -day
4.321.47
.855.455.799.754.56
12.356.855.032.724.055.296.965.044.815.583.199.492.933.936.195.482.743.904.995.172.983.933.86
Annual runoff
(in)
_21.9210.04
--
28.4523.3421.8716.8018.1011.0814.9120.2819.2813.1430.4922.4120.7832.3013.0919.6021.7718.2312.9314.3514.2716.6620.8714.5513.65
a Maximum during period May to September, b Maximum daily discharge, c Maximum during period October to March. Note. An average of about 12 sec ft diverted from
municipal water supply for city of Anniston.cold water springs for
Clear Creek at Falls City, Ala. (2B-4510) Lat 34°02', long 87°16'; drainage area, 151 sq mi; mean annual precipitation, 52.86 in.
Wateryear
194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
July 4Mar. 7Mar. 17Dec. 28Mar. 29Feb. 13Jan. 8Jan. 20Feb. 13Jan. 5Jan. 6Mar. 29Dec. 21Feb. 21Jan. 22
Peakdischarge
(cfs)
3,6702,8703,0805,3507,0304,600
13,0003,4806,6409,6709,670
11,7003,9805,4804,980
Antecedentbase
discharge(cfs)
75120172
54300217175413260336133264215401319
Directrunoff
(in)
3.85.95.83
1.853.671.645.552.615.315.734.605.001.531.982.09
Associatedprecipitation
(in)
8.562.352.174.425.863.436.485.609.438.266.947.733.263.493.93
Stormduration(days)
811121377232222
Antecedentprecipitation
(in)
5- day
1.48.13.35.74.57.27.42.61.37.72.05.10
2.911.162.54
30 -day
4.971.295.204.968.342.864.126.562.734.735.383.958.675.995.46
Annualrunoff(in)
21.9213.0411.2213.7423.8321.6632.3927.0721.6538.7831.3824.8521.4321.6213.51
ALABAMA
Escambla Creek at Plomaton, Ala. (2B-3750) Lat 31°01'; long 87°15' drainage area, 525 sq mi; mean~ahnual precipitation, 59.71 in..
Wateryear
1939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Sept. 27May 1Jan. 17Jan. 2Mar. 21Mar. 23Apr. 29Mar. 29Mar. 8Mar. 7Nov. 28Apr. 5Mar. 19
Peakdischarge
(cfs)
a41,4006,2502,7908., 2506,8509,9905,8507,0607,8806,490
15,4004,5706,330
Antecedentbase
discharge(cfs)
292368353510532473584584396475361280329
Directrunoff
(in)
4.841.06
.712.452.603.311.662.291.853.226.98
.811.33
Associatedprecipitation
(in)
9.583.522.095.526.348.334.575.894.778.82
15.443.444.90
Stormduration(days)
2122555325922
Antecedentprecipitation
(in)
5 -day0
.2900
.03
.55
.560
.20
.070
.17
.83
30-day2.303.735.697.305.754.955.407.171.242.354.285.923.21
Annualrunoff
(in)
_23.6718.3927.7526.9038.4423.6236.2332.3030.4739.8419.2916.74
a Maximum during period January to September.
Plat Creek at Fountain. Ala. (2B-4285) Lat 31°37', long 87°25'j drainage area, 253 sq mi, and 245 sq mi (revised) 1955-60; mean annual precipi tation, 55.58 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 27Apr. 29, 30
May 21Apr. 3Dec. 11Nov. 27July 30Apr. 21Mar. 24Apr. 9Dec. 6Apr. 15July 8Apr. 6Mar. 10June 11Mar. 31
Peakdischarge
(cfs)
a!7,3003,2509,7007,9508,900
26,0002,8604,4901,8202,7902,2106,2203,960
15,1003,1606,0406,040
Antecedentbase
discharge(cfs)
332112
53250
732864
18311084232822
110256110330
Directrunoff
(in)
7.941.763.562.894.128.151.102.30
.691.361.334.221.104.071.762.50
C2.59
Associatedprecipitation
(in)
7.635.637.944.346.10
14.202.814.622.003.196.078.686.546.963.97(b)2.32
Stormduration(days)
626466451234213
(b)I
Antecedentprecipitation
(in)
5-day1.66
.36
.56
.02000
.59
.69
.13
.15.35
1.892.40
.02(b)1.00
30-day10.295.513.536.858.353.987.437.124.203.224.292.155.645.603.97(b)5.59
Annualrunoff
(in)
-11.7928.9123.4920.9428.988.027.996.25
12.979.588.025.23
15.8618.3716.7824.03
a Maximum during period February to September 1944. b Not computed; precipitation record is incomplete, c Runoff probably increased by unobserved precipitation.
10 ALABAMA
Flint River near Chase, Ala. (3B-5750) Lat 34°49'06", long 86°28'50:an annual precipitation, 55.14 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 24Apr. 4Aug. 18May 10Mar. 2Mar. 12July 4Jan. 2July 21Feb. 3Mar. 14Jan. 2Feb. 17Dec. 28Mar. 29Feb. 17Jan. 8Jan. 20Feb. 13Jan. 5Jan. 6Feb. 1Mar. 11Feb. 21Jan. 21Mar. 22Feb. 3Feb. 1Nov. 19July 18Dec. 19
Peak discharge
(cfs)
al,7004,1207,540
14,20018,40014,50019,20013,0007,680
21,4003,8703,7804,150
12,80018,30014,50020,0007,950
19,80037,70013,20032,3008,950
10,20042 , 00020,20014,90025,90017,2005,620
18,400
Antecedent base
discharge (cfs)
249550105325395757
79235229440500168279220612420495640290679250335452831804314385501258115412
Direct runoff (in)
0.19.53.86
2.752.731.961.802.27
.802.30
.96
.59
.572.123.371.754.193.243.815.782.363.481.111.244.402.802.685.773.60
.502.21
Associated precipitation
(in)
1.11.21
3.977.074.942.807.365.922.933.412.521.691.803.405.843.356.865.764.467.435.855.852.312.476.935.484.989.357.992.884.00
Storm duration (days)
1175212351312632652332112426522
Antecedent precipitation
(in)
5 -day
1.83.92.06
2.081.70
.4600
.58
.93
.471.0500
.282.64
.57
.381.99
.64
.06
.200
.673.91
.061.94
.831.16
.51
.07
30 -day
4.544.201.064.712.396.64
.583.994.355.686.523.302.786.046.903.936.177.655.125.824.993.852.796.545.713.973.262.684.051.763.88
Annual runoff (in)
-8.36
20.5430.6115.5916.9222.6323.5219.0227.3314.1210.659.91
15.4020.3117.6128.1519.9621.1638.4326.8823.2623.0919.9515.5019.8919.5820.3827.3813.9721.59
a Maximum during period May to September.
Hatchet Creek near Rockford, Ala. (2B-4085) Lat 32°57', long 86°13' age area, 244 sq mi; mean annual precipitation, 55.02 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 25Jan. 6Jan. 20Mar. 23Nov. 27May 3Mar. 29Dec. 21Apr. 30Apr. 16Apr. 13Mar. 16Apr. 5Feb. 6Jan. 22Mar. 30
Peakdischarge
(cfs)
14,70022,80012,8008,960
13,4004,320
18,60011,0007,1602,870
11,40015,60018,9005,0505,0005,120
Antecedentbase
discharge(cfs)
185336500476350200260170495218560224530245205367
Directrunoff(in)
2.474.402.441.373.07
.643.271.831.14
.371.652.792.98
.80
.68
.71
Associatedprecipitation
(in)
6.027.784.862.945.572.305.584.962.801.963.656.835.053.041.922.62
Stormduration(days)
3321322312242112
Antecedentprecipitation
(in)
5-day
1.07.76
1.231.163.62
.37
.051.081.7301.99
.192.13
.40
.900
30 -day
3.595.787.685.50
12.272.423.642.787.893.568.645.536.422.803.045.13
Annualrunoff(in)
20.7229.1923.0524.4834.9415.1017.0422.9229.4612.9315.3717.9518.0017.5814.9015.18
ALABAMA 11
Locust Fork near Cleveland, Ala. (2B-4550) Lat 34°02', long 86°34'; drainage area, 300 sq mi, and 309 sq mi (revised) 1955-60; mean annual precipitation, 55.64 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 3Apr. 8Feb. 28Apr. 4Aug. 1Feb. 17Dec. 28Feb. 27Feb. 13Feb. 10Jan. 20Feb. 14Jan. 5Mar. 13Mar. 29Dec. 21Jan. 10Jan. 16Feb. 6Apr. 16Feb. 3Nov. 19Jan. 22Mar. 3
Peak discharge
(cfs)
a!7,00021,60012,20011,20019,30011,00047,00013,00013,80019,40015,40012,50035,10022,70026,70012,2008,800
15,0009,1208,8006,6306,6306,2709,600
Antecedent base
discharge (cfs)
190780527440
69272195
1,150340620
1,040972760440537570646215389738161372515576
Direct runoff
(in)
5.143.902.891.783.051.907.442.372.444.627.985.496.954.855.712.612.142.991.551.364.982.701.101.74
Associated precipitation
(in)
9.434.483.591.574.803.688.924.133.535.869.527.787.745.596.954.503.775.112.692.758.824.742.902.54
Storm duration (days)
52412215127721223111
13621
Antecedent precipitation
(in)
5 -day02.22
.611.86
.04
.031.201.94
.171.52
.671.47
.70
.57
.032.15
.181.06
.55
.71
.4901.55
.09
30 -day5.209.207.536.415.891.965.047.664.285.397.284.213.373.374.864.063.482.414.134.72(b)4.55(b)2.83
Annual runoff (in)
_22.3821.7618.8412.0917.1927.0322.6119.1533.9430.0120.9339.5129.2525.4625.5123.5214.3914.9317.0517.8723.6915.6518.67
a Maximum b Record
during period December to September, incomplete; not computed.
12 ALABAMA
Mulberry Fork near Garden City, Ala. (2B-4500) Lat 34°00'; long 86°45'; drainage area, 365 sq mi, and 368 sq mi (revised) 1955-60; mean annual precipitation, 55.76 in.
Water year
192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 1Mar. 14Nov. 14Nov. 16Jan. 30Oct. 16Mar. 3Mar. 12Feb. 4Apr. 29Apr. 8Feb. 28July 13Aug. 1Aug. 19Dec. 28Mar. 28Feb. 13Jan. 8Jan. 20Feb. 12Jan . 5Mar. 13Mar. 29Dec. 21Apr . 30Jan. 16Mar. 22Feb. 20Jan. 31Nov. 18Jan. 21Mar. 3
Peak discharge
(cfs)
318,60026,00030,400
6,250b7,37024,80014,30013,90046,60025,50023,30037,00019,50035,00011,80044,40023,50018,70034,40023,50027,70035,20028 , 30035,20017,20018,20020,40020,40013,00016,30027,30013,90021,400
Antecedent base
discharge (cfs)
145898565
11600
27630880340309
1,170895
62107
12225782643900
1,1401,0701,010
742574650180314314
1,020400124541693
Direct runoff
(in)
1.213.117.34
.711.882.491.901.283.783.662.052.494.152.25
.764.454.051.755.385.026.694.573.625.161.972.562.321.932.025.434.461.232.12
Associated precipitation
(in)
3.014.99
10.975.432.447.222.782.052.976.242.884.198.984.433.515.475.362.927.846.65
10.136.125.066.883.195.944.324.503.876.707.642.983.34
Storm duration (days)
224551212421
101312156721245254
10522
Antecedent precipitation
(in)
5 -day
1.450
.060
.92
.071.723.06
.102.001.460
.64
.200
.99
.23
.26
.58.61.42.91
1.11.17
2.45.52.95.08.42.55
1.101.44
.24
30-day
7.456.068.08
.395.003.263.297.129.583.379.539.234.148.113.375.047.882.666.246.673.724.633.173.725.163.222.483.608.183.072.513.192.82
Annual runoff (in)
_27.9529.5311.49
-33.0516.5723.8528.8023.9118.8225.6820.5614.5015.8721.9023.8020.1531.7928.0921.8338.0029.8524.5627.1924.5715.0117.6518.6320.7229.2816.7121.47
Maximum during period June to September, b Maximum daily discharge during period October to March.
Mulberry River at Jones, Ala. (2B-4225) Lat 32°35', long 86°54'; drainage area, 205 sq mi, and 208 sq mi (revised) 1955-60; mean annual precipita tion, 53.88 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 16July 5July 17Mar. 21Dec. 28Apr. 27Apr. 25Jan. 7Jan. 20Mar. 23Nov. 27July 15Mar. 29Mar. 4Feb. 25Apr. 16Apr. 13Mar. 16Apr. 5July 13Mar. 12Mar. 30
Peak discharge
(cfs)
32,8004,4803,420
12,80013,6007,0708,8005,360
11,6007,0205,8203,850
18,2005,2503,7503,0309,7408,4607,8004,5802,4403,380
Antecedent base
discharge (cfs)
112142155414103390169330370482270
59281226380179588260948272336247
Direct runoff (in)
11.841.37
.661.632.631.792.252.623.601.532.311.313.971.661.27
.624.012.702.46
.37
.42
.67
Associated precipitation
(in)
18.987.931.884.214.281.728.105.998.403.445.547.117.554.502.852.926.956.665.932.601.333.16
Storm duration (days)
7651113361232221432211
Antec precipi
(in
5 -day
0.041.03
.48
.74
.731.45
.6501.09
.143.50
.500
.703.04
.071.45
.203.613.22
.040
sdent tat ion
30-day
5.157.23
10.794.833.23
10.304.856.685.263.97
11.444.852.943.915.833.547.684.638.108.433.143.93
Annual runoff
(in)
31.3023.6116.8521.7418.9123.3622.3227.8228.2926.4335.0815.2218.2615.6621.0913.0919.1816.1216.7718.5716.9512.93
ALABAMA 13
North River near Samantha, Ala. (2B-4640) Lat 33°28'45", long 87°35 drainage area, 220 sq ml; mean annual precipitation. 54.92 in.
Wateryear
1939194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Feb. 28July 4Mar. 7Feb. 17Mar. 13Mar. 29Mar. 4Feb. 10Jan. 20Feb. 9Nov. 28Mar. 13Mar. 29Dec, 21Feb. 21Jan. 16
Peakdischarge
(cfs)
a!3,4006,8803,9006,2006,9508,1006,0409,9506,5905,680
10,40014,00018,000
7,6506,3808,160
Antecedentbase
discharge(cfs)
34052
12694
155448345400595515228383387260509124
Directrunoff(in)
3.421.34
.901.402.173.561.544.073.364.623.464.286.012.312.002.47
Associatedprecipitation
(in)
4.513.302.371.622.505.153.515.915.437.664.535.726.353.403.303.59
Stormduration(days)
1212231267222421
Antecedentprecipitation
(in)
5-day
01.550
.08
.23
.66
.410
.74
.04
.36
.9501.751.23
.27
30 -day
8.624.691.641.402.365.739.229.906.574.628.984.624.433.916.102.65
Annualrunoff(in)
_20.3410.7013.8715.5818.7620.0730.8325.6919.5833.0225.7925.9518.0723.1513.92
a Maximum during period December to September.
Paint Rock River near Woodville, Ala. (3B-5745) Lat 34 C 37'27", long 86"12'25"; drainage area, 520 sq mi; mean annual precipitation, 52.65 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 4Jan. 3Apr. 9Feb. 4Feb. 19Mar. 8Mar. 22Dec. 28Mar. 29Feb. 18Jan. 9Jan. 21Feb. 13Jan. 5Jan. 7Mar. 29Mar. 11Feb. 22Jan. 16Mar. 22Feb. 4Feb. 1Nov. 19Jan. 22Dec. 20
Peak discharge
(cfs)
al9,60016,40011,30029,2007,9206,2604,570
31,30014,60013,20016,4009,120
23,60028 , 70019,40027,50015,300
7,99022,8009,640
23,60025,90022,70013,90012,200
Antecedent base
discharge (cfs)
220200594510530125510200662340642680670750320464552890140286
1,890672248290538
Direct runoff (in)
3.684.172.144.091.911.31
.795.913.702.025.725.138.576.483.805.212.761.754.122.764.597.907.142.692.27
Associated precipitation
(in)
4.625.533.624.742.801.881.136.884.853.327.106.67
10.517.514.486.333.532.604.713.435.729.078.473.782.95
Storm duration (days)
1311211232767332112336522
Antec precipi
(in
5-day_
0.03
1.29.31.48
2.00.68.17
3.24.62.33.14.80
0.01
0.81.72.18
1.721.12
.021.62
.18
edent tation
30 -day_
3.895.916.383.471.484.226.267.485.127.456.822.485.594.703.072.915.071.964.302.933.454.493.614.45
Annual runoff (in)
_27.8923.0030.6916.8911.7712.4725.0723.5121.5839.7428.2727.5846.9238.7227.5130.2024.4523.6423.3825.8125.1137.7018.7124.31
a Maximum during period December to September.
14 ALABAMA
Pigeon Creek near Thad, Ala. (2B-3735) Lat 31°29', long 86°39'; drainage area, 296 sq mi; mean annual precipitation, 59.35 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 18Aug. 17, 18Feb. 18, 21
Dec. 20Dec. 27Mar. 23Apr. 28Apr. 28Jan. 8Apr. 5Mar. 7Nov. 29July 29Apr. 20Mar. 25May 4Dec. 7Apr. 14Mar. 17Apr. 7
(a)Mar. 30Apr. 1
Peak discharge
(cfs)
14,40012,6003,7402,1805,730
13,40012,8001,570
12,6004,2207,540
17,1001,1102,5203,3202,4305,8603,5501,8305,930
-3,6709,680
Antecedent base
discharge (cfs)
18244
799104101496670164771598642264
7426449024013787
316215500375539
Direct runoff (in)
5.906.492.001.451.925.744.811.393.022.535.377.76
.651.451.441.594.331.831.342.37
.561.278.22
Associated precipitation
(in)
7.3112.665.026.756.529.83
10.046.377.554.609.08
16.623.053.173.545.179.867.035.314.091.683.53
12.76
Storm duration (days)
1534258
12246957269451139
Antecedent precipitation
(in)
5 -day0
.44
.83
.740
.221.590
.45
.25
.15
.01
.11
.26
.791.78
.042.02
.613.23
.101.72
.01
30 -day
2.515.394.352.974.995.15
16.114.168.076.874.504.695.995.895.698.403.203.224.826.835.515.934.54
Annual runoff (in)
23.7120.6419.9613.8522.6822.7335.0213.4933.5525.6624.9838.459.409.94
14.6015.0115.979.067.97
16.5815.9117.3832.27
a Not determined; probably Mar. 19-20.
Short Creek near Albertvllle, Ala. (3B-5730) Lat 34°18'05", long 86°10'53", drainage area, 91.6 sq mi; mean annual precipitation, 54.56 in.
Wateryear
194519461947194819491950195119521953
Data relative to annual peak discharges
Date
July 14Peb. 10Jan. 15'Feb. 14Jan. 5Mar. 13Mar. 29Dec. 21June 16
Peakdischarge
(cfs)
al,1208,6207,1107,110
14,8007,890
13,2004,8004,890
Antecedentbase
discharge(cfs)
1.8264281317288145172330
2.9
Directrunoff
(in)
0.364.607.056.456.173.315.831.821.06
Associatedprecipitation
(in)
1.406.629.688.767.285.187.042.682.80
Storm_duration(days)
246821222
Antecedentprecipitation
(in)
5 -day
0.40.10.56.41.74.48.13
2.130
30-day
4.769.3S6.523.923.243.064.075.612.84
Annualrunoff(in)
_36.3526.7724.0540.8626.7925.3924.8325.52
a Maximum during period May to September.
Slpsey Fork near Falls City, Ala. (2B-4505) Lat 34°03', "",e area, 375 sq mi; mean annual precipitation, 51.47 in
long 87°16'; drain-
Wateryear
19441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Mar. 28Feb. 13Jan. 8Apr. 11Feb. 12Jan. 5Jan. 6Mar. 29Dec. 26Feb. 21Jan. 22
Peakdischarge
(cfs)
19,70014,40048,40012,40027,00032,20033 , 60039,00015,30018,20017,500
Antecedentbase
discharge(cfs)
687400400640430821217590
1,060950555
Directrunoff(in)
3.841.787.241.756.076.085.015.681.382.112.54
Associatedprecipitation
(in)
5.913.147.933.088.217.096.846.962.103.324.14
Stormduration(days)
21457322122
Antecedentprecipitation
(in)
5-day0.59
.23
.271.78
.57
.690
.051.381.041.85
30-day7.973.855.723. 99z'.ii4.665.143.369.745.466.05
Annualrunoff(in)
21.9517.3430.5624.8819.7737.0728.5623.8820.8418.7318.58
ALABAMA 15
West Fork Choctawhatchee River at Blue Springs, Ala. (2B-3600) Lat 31°40', long 85"30'j drainage area, 85 sq mij mean annual precipitation, 52.80 in.
Wateryear
1944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Mar. 29Mar. 21Mar. 28June 23Mar. 7Nov. 27Apr. 5Mar. 30Mar. 24Apr. 10
Peakdischarge
(cfs)
4,820530
3,3102,2801,6602,550
586970
1,9003,730
Antecedentbase
discharge(cfs)
305689888
118156
9059
141117
Directrunoff
(in)
1.81.23
2.121.602.583.04
.36
.511.041.24
Associatedprecipitation
(in)
3.582.443.984.166.495.851.072.024.645.66
Stormduration(days)
2125621122
Antecedentprecipitation
(in)
5 -day4.87000
.353.50
.970
.411.46
30-day10.062.601.807.994.06
-5.744.846.385.41
Annualrunoff(in)
27.4514.0627.3627.8632.0132.1312.7510.9818.6225.35
ARIZONA
Oak Creek near Cornville. Ariz. (9-5045) Lat 34°46', long 111°53'; drainage area, 357 sq mi: mean annual precimitation. 20.26 in.
Water year
194019411942194319441945194819491950195119521953
1954195519561957195819591960
Data relative to annual peak discharges
Date
Aug.. 23Mar. 14Oct. 13Mar. 10Apr. 6July 30July 26Sept. 9Oct. 19Aug. 29Dec. 30July 14Aug. 28Mar. 23Aug. 23Aug. 17Jan. 10Nov. 3Aug. 5Dec. 25
Peakdischarge
(cfs)
al,2005,2802,5803,6402,1806,020
6052,2606,4003,440
17,200858858
7,8506,400
6755,1509,6203,7504,340
Antecedent base
discharge (cfs)
1818033
12576161322332042191936251337372250
Direct runoff
(in)
0.08b.57
.12b.34
C2.24.05.02.08.34.24
1.19.05.03
bl.08.05.02.36.88.07.25
Associated precipitation
(in)
2.851.241.58
.51-
1.461.962.393.734.272.601.611.634.921.24
.642.685.26
.842.04
Storm duration (days)
6312
c54552322423653421
Antec precipi
(in
5-day0.2300
.39-.53.66.09.02
00
.41
.22
.33
.43
.512.652.691.151.18
sdent tation
30 -day0.962.534.691.87-
1.53.70.46
1.161.931.28
.602.201.905.101.982.935.893.212.41
Annual runoff (in)
-7.312.602.693.403.95-
4.482.611.555.181.321.322.881.391.133.035.131.502.51
a Maximum during July 1 to Sept. 30 b Runoff increased by snowmelt. c Seasonal snowmelt rise.
Rillito Creek near Wrightstown, Ariz. (9-4845) Idrainage area, 221 sq mij mean annual precipita 1
Water year
1940 1941 1942 1943 1944 1945
Jit 32°16', long 110°51'j ,ion, 14.98 in.
Data relative to annual peak discharges
Date
Aug. 13 Dec. 30 Feb. 28 Mar. 5 Aug. 9 Aug. 9
Peak discharge
(cfs)
6,400 9,000
639 1,090
825 573
Antecedent base
discharge (cfs)
0 45
7 0 0 0
Direct runoff
(in)
0.02 a. 96
.12
.16
.02
.02
Associated precipitation
(in)
2.27 1.00 1.23 1.41 1.74 1.05
Storm duration (days)
1 2 2 1 2 2
Antec precipi
(in
5 -day0.39
.250 0
.15
.67
edent tat ion
30-day1.24 1.87
.19
.42 1.58 2.95
Annual runoff (in)
3.67 .89 .26 .73 .37
a Runoff increased by snowmelt.Note. Several small diversions above station for irrigation.
16 ARIZONA
Sonolta Creek near Patagonia. Arlz. (9-4815) Lat 31°30'00", long 110°49'00":
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 7July 28July 26July 15August
lug. 23Aug. 9Sept. 6Sept. 9Aug. 8Aug. 13Aug. 9Sept. 12Aug. 28Aug. 9Aug. 6Sept. 30Aug. 12Aug. 15Aug. 8July 30Aug. 2Aug. 14July 14July 20AUK. 12July 19Aug. 2July 5Aug. 24Aug. 13
Peak discharge
(cfs)
2,6001,9001,7001,050
11,0004,7003,6003,6003,4003,3002,5802,1501,0004,530
6693,140
14,0002,3604,7505,7907,3005,0303,6302,8704,6706,920
7804,8605,5902,3101,550
Antecedent base
discharge (cfs)
10972-5342232
.1206.42.32.252.1
182.11.40-_4002.97
Direct runoff
(in)
0.09.03.12.02-.13.14.09.04.19.05.04.02.07.03.09.21.02.06.18.30.11.07.04-_.01.06.05.21.15
Associated precipitation
(in)
1.491.063.61
.95-
2.512.701.18
.522.481.81
.88
.85
.532.882.71
.78
.72
.791.251.542.752.863.71--.62
1.03.59.29.92
Storm duration (days)
4261-2332421243311221135--22121
Antecedent precipitation
(in)
5 -day
0.12.02.01.24-.07.58.21.28
2.38.53
1.15.08.91.01.35.03.89.59.80.24.33
1.06.90--.90.49
1.89.43
2.10
30 -day
6.914.143.14
.87-
3.565.583.824.203.644.393.43
.995.411.553.321.962.788.514.277.823.434.921.10--
3.623.502.303.895.83
Annual runoff
(in)
0.411.00
.66
.44--.59.45.30.43.29.47.21.42.12.42.60.26.38.45.80.35.34.31.66
1.17.36.20.04.40.58
Note. Minor diversions for irrigations above station
ARKANSAS
Dutch Creek at Waltreak. Ark. drainage area, 74 sq mi; mean
(7-2600) Lat 34°59', long 93°37 annual precipitation, 46.15 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 13Dec. 12Jan. 1Jan. 24July 23Feb. 15Apr. 22Nov. 25May 2Mar. 21Feb. 17Apr. 3May 2Mar. 26May 20
Peakdischarge
(cfs)
11,40010,10013,00013,70010,1003,140
11,1009,1609,7004,6203,5307,2704,8907,130
14,300
Antecedentbase
discharge(cfs)
2532314
1282955
1074.6
17113
48220225142
26
Directrunoff
(in)
2.603.383.337.432.701.433.952.712.592.021.813.332.711.444.49
Associatedprecipitation
(in)
2.605.144.417.434.622.924.455.654.503.403.763.034.101.796.82
Stormduration(days)
231222211332212
Antecedentprecipitation
(in)
5 -day
1.04001.242.2300
.01
.69
.90
.34
.891.431.74
.04
30 -day
3.223.414.755.036.651.927.394.873.314.357.115.495.604.165.49
Annualrunoff(in)
25.0911.9018.7822.0430.679.88
22.8421.526.10
11.815.25
29.0120.5111.8718.64
ARKANSAS 17
Frog Bayou near Mountainburg, Ark. (7-2510) Lat 35°39'40", long 94°09'10"; drainage area, 74 sq mi; mean annual precipitation, 43.54 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 14Feb. 18Feb. 19Apr. 11Apr. 19Apr. 8May 10Apr. 8Apr. 15May 24Nov. 9Aug. 14Jan. 24May 10July 2Apr. 12Apr. 29May 3Feb. 19
June 9,10May 23Nov. 18May 11May 6
Peak discharge
(cfs)
2,4006,5002,1904,2202,3105,780
12,0007,120
17,3009,4206,2102,5506,5004,8007,4402,3103,510
3974,010
9213,7002,1001,9806,210
Antecedent base
discharge (cfs)
2156065
735435.8
41164169326262183150
10145283
0600
2628130
174
Direct runoff
(in)
1.228.47
.921.71
.962.815.882.976.733.831.72
.914.202.712.661.431.52
.411.57
.074.681.09
.982.23
Associated precipitation
(in)
2.459.672.432.851.004.778.094.896.312.843.562.265.494.075.872.502.762.703.4904.823.613.143.55
Storm duration (days)
14211321322122411120223
*2.
Antecedent precipitation
(in)
5-day
0.840
.181.172.6100
.110
.445.014.15
.442.12
.05
.932.051.18
.671.441.43
.83
.261.64
30-day
4.334.013.042.343.281.442.924.71
12.208.74
13.269.264.904.485.863.677.305.111.817.91
10.425.233.873.28
Annual runoff (in)
18.8421.4010.015.179.68
19.7125.7417.5542.4225.2424.5815.6227.3623.7517.8318.6414.09
.7614.19
.1731.0719.8913.0021.09
Note. Flow is regulated by reservoirs. Records represent spillway overflow from Lake Fort Smith and do not include water diverted for municipal supply of Fort Smith.
Illinois Bayou near Seottsville. Ark. (7-2575) Lat 35°28', long 93°02'j drainage area, 242 sq mi; mean annual precipitation, 52.49 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 1Jan. 24Jan. 4Feb. 20Mar. 10Mar. 18May 2Mar. 20Feb. 17Apr. 3Nov. 13Nov. 17Nov. 4
Peakdischarge
(cfs)
18,60077,00019,40015,90015,60017,80023,50017,30011,00024,60010,90015,30024,000
Antecedentbase
discharge(cfs)
90853424630454870145240474360220
637
Directrunoff
(in)
1.818.683.242.252.671.792.321.901.893.921.361.961.56
Associatedprecipitation
(in)
4.268.224.553.203.852.464.472.643.554.871.418.054.13
Stormduration(days)
2232211232142
Antecedentprecipitation
(in
5-day01.53
.032.6002.29
.682.53
.251.162.200
.05
30 -day3.176.725.304.322.995.402.846.448.383.546.041.574.55
Annualrunoff(in)
18.9628.8138.8717.1630.3524.247.97
17.0410.7032.7827.4720.1824.08
18 ARKANSAS
Middle Fork Little Red River at Shirley, Ark. (7-0750) Lat 35°39', long 9.2"18'; drainage area, 294 sq mi; mean annual precipitation. 51.35 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 17Apr. 19Jan. 1Oct. 31May 11Apr. 23Mar. 30Feb. 13Dec. 10Jan. 1Jan . 24Jan. 4Feb. 20Nov. 24Nov. 25May 2Mar. 21Feb. 2Aug. 13May 9Nov. 17Nov. 4
Peak discharge
(cfs)
16,8003,4807,770
18,90060,70024,70043,20025,50019,00018,800
101,00027,90020,00016,50027,90029,00022,80015,30051,70015,00037,20036,200
Antecedent base
discharge (cfs)
209613448490
86389835621172139995423770250
58115165
4714
1,0401736
Direct runoff
(in)
3.31.65.93
2.324.942.464.802.623.951.947.783.251.853.152.852.162.131.983.971.614.022.56
Associated precipitation
(in)
4.962.211.482.968.003.545.682.776.463.337.664.152.054.065.374.542.593.876.751.976.423.57
Storm duration (days)
2212242231233312221231
Antec precip:
(in
5-day0.12
.98
.381.27
.04
.94
.86
.43001.84
.061.43
.02
.49
.432.321.1902.170
.03
edent tation
30 -day2.704.791.869.512.915.579.602.903.262.636.674.292.828.333.972.505.552.204.016.03
.912.29
Annual runoff
(in)
_6.02
11.7730.1621.1419.4044.2826.1818.2416.2829.9542.3719.5930.9725.317.40
22.4111.6635.1725.7518.2624.70
Mulberry River near Mulberry. Ark. (7-2520) Lat 35°34', long 94°01'j drainage area, 572 sq mi; mean annual precipitation, 45.97 in.
Water year
19391940194119421943194419451946194719481949195019511952195319541955195619571958 19591960
Data relative to annual peak discharges
Date
Apr. 17Apr. 11Jan. 24Apr. 8May 10Apr. 8Apr. 15May 25May 20Jan. 1Jan. 24Jan. 4Feb. 18Apr. 12Mar. 18Apr. 16Mar. 21May 15Apr. 3May 9Nov. 15May 6
Peak discharge
(cfs)
12,6008,0107,110
17,50040,10017,60047,80025,70027,60016,10042,10022,00024,50015,00026,8007,320
19,00015,30028,80011,0005,240
18,300
Antecedent base
discharge (cfs)
4011,060
417324100379849814
1,140100
1,290336740943
1,040485249179720780
16768
Direct runoff
(in)
1.57.92
1.002.104.361.885.731.801.231.356.162.262.182.011.82
.792.331.062.581.171.181.40
Associated precipitation
(in)
3.562.002.484.097.964.736.603.282.274.037.924.182.403.672.732.444.783.753.842.666.942.58
Storm duration (days)
2223224212341422412I42
Antecedent precipitation
(in)
5 -day
0.021.23
.0800
.4401.011.390
.77
.893.391.132.101.04
.500
.951.9701.43
30-day
2.393.333.281.943.124.94
12.258.717.943.365.183.725.336.335.213.275.273.344.056.401.173.22
Annual runoff
(in)
16.499.03
12.9222.4420.6219.9344.7223.2924.4715.3228.2631.8419.3127.3020.09
6.7615.568.76
30.1920.6116.6424.04'
ARKANSAS 19
Osage Creek near Elm Springs, Ark. (7-1950) Lat 36°13', long 94°17' age area, 129 sq mi; mean annual precipitation, 44.28 in.
drain-
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Aug. 22Mar. 17May 2Feb. 19May 15Apr. 3July 25July 23May 6
Peakdischarge
(cfs)
6,7702,2101,8204,0505,2801,160
10,8002,2005,3003,270
Antecedentbase
discharge(cfs)
37041
181234416
115135
41114
Directrunoff
(in)
0.93.28.22.51.62.17
1.91.25.52.35
Associatedprecipitation
(in)
1.533.731.524.733.314.733.611.753.252.41
Stormduration(days)
1113221122
Antecedentprecipitation
(in)
5 -day3.401.082.25
.0300
.59
.95
.611.65
30 -day5.706.204.572.162.102.573.497.082.173.98
Annualrunoff
(in)
-12.546.513.236.803.08
21.6113.907.58
12.98
Petit Jean Creek near Booneville, Ark. (7-2585) Lat 35°06'25% long 95°55'25"; drainage area, 247 sq mi; mean annual precipitation, 46.5'30 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 16Apr. 29Jan. 1Apr. 8May 10May 2May 15Apr. 24Dec. 10Dec. 31Jan. 25Feb. 12Feb. 15Apr. 12Mar. 17May 2Mar. 20Feb. 17Apr. 3May 2Mar. 21May 20
Peak discharge
(cfs)
43,2002,5807,6407,360
32,3005,930
20,1008,650
16,40014,50029,80018,1008,290
11,50015,1005,190
12,9006,240
13,70015,7003,130
15,700
Antecedent base
discharge (cfs)
10985
131351280
521154
6441
17819385
316633
6822782
370324101
53
Direct runoff (in)
6.19.29
1.031.584.631.413.741.264.852.607.612.861.792.432.21
.752.941.072.333.52
.443.98
Associated precipitation
(in)
7.131.661.863.537.383.534.033.315.653.948.814.293.373.662.552.564.402.833.455.361.585.95
Storm duration (days)
1212232132222311432212
Antec precipi
(in
5-day
0.12.28.43
00
.202.52000
.940002.00
.98
.71.16.64
2.4700
sdent tat ion
30 -day
3.864.693.021.383.133.185.034.664.323.793.776.701.844.004.923.614.005.694.684.352.033.65
Annual runoff (in)
_2.859.68
14.2011.5012.8536.1016.5913.6412.8818.1323.538.73
16.4420.544.428.902.55
26.8720.825.52
16.52
770-960 O-65-3
20 ARKANSAS
Poteau River at Cauthron, Ark. (7-2470) Lat 34°55', long 94°18'; draln- age area, 200 sq mi; mean annual precipitation, 46.89 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 16Apr. 29Dec. 16Oct. 31May 11Feb. 28May 15Feb. 13Dec. 10Jan. 1Jan. 24Feb. 12Feb. 15Apr. 22May 13May 2Mar. 21Feb. 18May 23May 2Mar. 26May 20
Peak discharge
(cfs)
24,4002,8102,760
10,50019,000
7,58023,8009,350
17,40017,00031 , 00027,8005,770
10,90016,00013,6007,8306,790
10,30011,2004,130
32,200
Antecedent base
discharge (cfs)
9656
2565013
185395455
5331
244135
61240
71150320
5390
281173
39
Direct runoff
(in)
4.17.42.41
1.773.051.264.211.555.113.057.063.641.542.332.721.992.261.443.363.20
.566.96
Associated precipitation
(in)
5.271.731.143.505.751.844.552.195.934.456.954.402.853.534.083.403.363.205.164.411.208.21
Storm duration (days)
2212212132212231434212
Antecedent precipitation
(in)
5-day
0.34.02
1.36.88
0.55
2.18.77
00
.98000
.271.22
.77
.17
.581.261.250
30 -day
5.314.534.116.452.915.034.652.294.054.494.327.852.226.664.563.574.106.04
L0.845.573.564.64
Annual runoff (in)
-3.409.17
17.1711.0114.9036.5118.0314.8714.6519.8826.308.78
16.4420.885.709.582.97
26.9720.146.65
18.90
Saline River near Dierks, Ark. (7-3410) Lat 34°06', long 94°05'; drainage area, 124 sq mi; mean annual precipitation, 50.75 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 16May 18July 14Apr. 8Dec. 27May 1Mar. 30May 25Aug. 28Mar. 1Jan. 24Sept. 16Jan. 14Apr. 22May 11May 2Sept. 23Apr . 30Mar. 17Nov. 13Feb. 14Dec. 16
Peak discharge
(cfs)
12,00011,70020,10012,0003,940
10,80031,20010,6007,1605,0509,8007,6105,630
11,00016,5003,640
12,60014,0006,4909,1407,7706,740
Antecedent base
discharge (cfs)
228394.4
55109
96416241
1.2540368
3.624
21299
2691.1
1238
3118268
Direct runoff
(in)
3.041.591.953.54
.834.646.422.35
.761.054.652.351.583.856.211.031.792.251.412.022.462.01
Associated precipitation
(in)
4.214.444.896.341.916.376.594.699.381.728.287.564.025.478.312.805.424.503.103.393.613.47
Storm duration (days)
1132122112342332121122
Antecedent precipitation
(in)
5-day
0.66.62
00
.89
.231.462.0302.491.76000
.151.44
.01001.12
.593.69
30 -day
7.936.652.011.942.535.48
11.1810.071.426.095.443.481.079.237.664.502.431.042.238.901.824.00
Annual runoff
(in)
19.8312.7019.4518.569.35
25.2133.0227.4417.3124.0321.9532.3815.4224.4833.866.56
23.4012.0228.0428.2215.5317.92
ARKANSAS 21
South Fork Little Red River near Clinton. Ark. (7-0755) Lat 35°34', long 92°25'; drainage area,516 sq mi; mean annual precipitation, 51.72 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 17May 1May 7Oct. 31May 11Apr. 23Mar. 30Feb. 13Dec. 12Jan. 1Jan. 24Jan. 4Feb. 20Mar. 11Nov. 25May 2Mar. 21Feb. 2Aug. 13Nov. 18Nov. 17May 20
Peak discharge
(cfs)
26,0005,7706,820
20,80048,50030,90043,10027,30020,70016,60069,50019,40011,40016,80025,50019,80019,30016,30059,50019,50022,80018,100
Antecedent base
discharge (cfs)
44035318559290
1,0301,030
792218178
1,310669
1,520668
641741175618
1,69012
176
Direct runoff
(in)
3.321.13
.922.704.312.434.932.823.791.886.903.171.442.332.631.98
.992.174.222.033.062.85
Associated precipitation
(in)
4.862.182.123.236.552.935.932.915.143.446.384.431.863.315.663.692.653.837.752.767.604.80
Storm duration (days)
2322312142232211221132
Antec precipi
(in
5 -day0.100
.041.36
.24
.83
.40
.39001.98
.081.380
.40
.60
.031.4003.3400
sdent tation
30 -day
2.385.502.949.653.377.408.683.573.335.437.376.353.473.094.162.094.532.282.947.031.024.16
Annual runoff (in)
-7.42
14.0333.8921.7821.8947.1927.3715.9920.4931.3644.6419.3233.3628.077.17
18.6712.5940.7930.9622.0923.19
South Fourche La Fave River near Hollis, Ark. (7-2630) Lat 34°55', long 95"05'; drainage area, 211 sq mi; mean annual precipitation, 51.55 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 27Dec. 27Apr. 23Mar. 30Mar. 28Dec. 12Apr. 13Jan. 24Jan. 2Feb. 15Apr. 22Dec. 4May 2Mar. 20Jan. 29Apr. 3May 2Feb. 14May 20
Peak discharge
(cfs)
29,70018,50047,00054.40022,20021,30014,60030,70018,26012,30018,30028,20032,40019,10017,00024,00024,00011,80026,300
Antecedent base
discharge (cfs)
11467
746223135
4880
95016019818716548
29825
400400
5342
Direct runoff (in)
3.092.053.906.483.272.642.455.653.381.782.312.933.713.681.892.913.761.772.91
Associated precipitation
(in)
5.743.094.227.044.194.283.936.303.962.163.673.794.704.204.803.674.982.825.57
Storm duration (days)
3212133332233322322
Antecedent precipitation
(in)
5 -day0.10
.671.63
.61
.0601.982.260
.05
.16
.87
.031.11
.261.592.69
.180
30 -day5.572.145.919.943.231.284.366.715.481.858.08
10.282.193.591.186.647.291.553.90
Annual runoff (in)
21.4410.5522.2638.4429.2910.8517.7525.3129.2412.5924.5224.508.69
12.0813.1731.0023.0912.8216.29
22 ARKANSAS
Strawberry River near Evening Shade, Ark. (7-0730) Lat 36°06', long 91° drainage area, 225 sq mi; mean annual precipitation, 45.01 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 17Apr. 11Jan. 24Apr. 8May 11May 3Mar. 31Mar. 6Dec . 10June 18Jan. 24Jan. 4July 4Nov. 24Mar. 18May 3May 20June 25Apr. 4May 5Nov. 17May 20
Peak discharge
(cfs)
8,7504,6503,0808,120
22,7007,290
15,90012,0006,2605,960
31,00013,8008,090
10,9006,4804,9407,8405,410
14,70015,20017,1005,910
Antecedent base
discharge (cfs)
176165
617446
172256110
6421
46216623812766641552490
1691368
Direct runoff
(in)
1.96.68.41
1.513.04
.933.051.521.43
.975.932.981.463.27
.92
.791.36
.473.422.062.561.08
Associated precipitation
(in)
4.031.911.754.447.122.604.642.783.604.398.374.942.704.871.804.283.944.716.242.996.454.01
Storm duration (days)
2112232134332312222432
Antecedent precipitation
(in)
5 -day0.171.360
.010
.20
.540001.95
.481.0401.80
.16
.02.53.11.59
00
30-day2.923.242.502.862.585.869.114.333.161.656.713.867.295.604.161.673.313.771.783.55
.473.79
Annual runoff (in)
-5.433.70
15.4911.457.62
28.9117.358.19
11.5723.1121.6018.7221.2915.733.848.046.72
16.2514.65
7.7610.03
West Fork White River at Greenland. Ark. (7-0480) Lat 35°59', long 94°10';drainage area, 83 sq mi; mean annual precipitation, 44.42 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 24June 1Aug . 14June 13May 11Feb. 20May 23Mar. 14May 2Apr. 21May 15Apr. 3July 12Mar. 5May 6
Peakdischarge
(cfs)
23,4006,660
18,60012,1009,9007,4105,7009,8003,2707,180
10,80020,6009,4207,400
34,700
Antecedentbase
discharge(cfs)
17044
57095
15186257624
100238660
118156
Directrunoff(in)
4.021.233.002.054.485.501.201.961.07
.942.034.141.991.535.04
Associatedprecipitation
(in)
3.562.693.302.735.466.943.202.253.901.122.795.084.062.535.51
Stormduration(days)
221227113111212
Antecedentprecipitation
(in
5-day
0.62.15
6.692.24
.9201.18
.53
.2300
.452.34
.601.50
30 -day7.756.38
10.279.293.212.701.633.632.924.264.263.479.151.753.90
Annualrunoff(in)
21.2822.6221.7926.4926.7616.8316.1615.513.67
19.057.28
31.7021.2214.0223.62
ARKANSAS 23
West Fork White River near Fayettevllle, Ark. (7-0485) Lat 36°03', long 94°07'; drainage area, 118 sq mi; mean annual precipitation, 44.45 In.
Water year
1938 1939 1940 1941 1942 1943 1944 1945
Data relative to annual peak discharges
Date
Feb. 18 Feb. 19 Sept. 24 Apr. 19 Oct. 16 May 10 June 14 Apr. 14
Peak discharge
(cfs)
9,010 5,080 4,100
26,500 5,780
36,000 17,000 53,000
Antecedent base
discharge (cfs)
5277 1.2
80 10 20
409 146
Direct runoff
(in)
5.26 1.14
.23 3.01 1.74 8.35 2.35 9.68
Associated precipitation
(in)
6.59 2.34 2.98 3.35 5.01 9.74 3.19
11.62
Storm duration (days)
3 2 2 2 2 2 3 2
Antec precipi
(in
5-day
0 .17
0 2.79 1.34 0 2.87 0
sdent tation
30-day
3.293.09 4.51 3.26 6.24 2.73 6.45
10.09
Annual runoff (in)
20.12 9.75 5.22
14.04 20.99 27.71 16.99 40.77
CALIFORNIA
Arroyo Las Positas near Llvermore. Calif. (11-1755) Lat 37°44', long 121°47'; drainage area, 64.6 sq ml; mean annual precipitation, 14.55 in.
Wateryear
191219131914191519161917191819191922192419251926192719281929
Data relative to annual peak discharges
Date
Jan . 26Jan. 16Jan . 25Feb. 2Jan. 17Feb. ?lMar. 19Feb. 11Feb. 10
_Feb. 6Feb. 13Feb. 18Mar. 27Jan. 23
Maximumday
f nfo \\C1SJ
a41.4
205126499
332589
1470
403532462.8
Antecedentbase
discharge(cfs)
2.2.2
2.13.57
.8
.5
.8
.20
.2
.52.200
Directrunoff
(in)
Mw.26.11.32.02.02.09.16
0.03.03.06.04.01
Associatedprecipitation
(in)
0.951.452.652.801.062.33
.644.213.98-
2.182.092.682.111.16
Stormduration(days)
124513234-44454
Antecedentprecipitation
(in)
5 -day0.05
.061.10
.471.18
.071.22,50
0-
0.33.01
00
30-day
0.08--
6.79.24
4.591,781.37-
1.975.072.93
.43-
Annualrunoff(in)
(b)0.05
.10
.25
.02
.01
.03
.040
.01
.01
.02
.01tt>)
a Maximum during January to September. b Runoff less than 0.005 Inch.
24 CALIFORNIA
Arroyo Seco near Pasadena. Calif. (11-0980) Lat 34°13'20" drainage area, 16.4 sq mi; mean annual precipitation, 39
, long 118°10'40"5 .45 in.
Water year
19141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Feb. 3Jan. 17Dec. 24Mar. 10Feb. 11Mar. 2Mar. 13De^. 19De". 13Mar. 26Apr. 4Apr. 7Feb. 16Feb. 4Apr. 4May 3Feb. 3Dec. 28Jan. 19Jan. 1Oct. 17Feb. 12Feb. 6Mar. 2Dec. 18Jan. 8Feb. 20Dec. 10Jan. 23Feb. 22Nov. 11Mar. 30Dec. 25Apr. 29Jan. 20Nov. 10Apr. 29Jan. 16Dec. 2Jan. 24Apr. 30Jan. 26Feb. 23Apr. 3Feb. 16Jan. 12
Peak discharge
(cfs)
a5 , 800a634
a3,150760570
92450650
2,800370
81210
1,4501,400
298155143151480_950
2,000706640
8,620375452
1,340146
5,6601,8001,210
680600
4535
15012
1,09049
571107815158715351170
Antecedent base
discharge (cfs)
1422
_2.9
322.96.52.3
.682.73.21.52.92.22
.91.75.56.5
,701.8
169.51.83.1
2831.46.52.7461.73.3
.11.3
132.35.51.4
.81.9
374.41.1
a Maximum observed .
Direct runoff (in)
18.881.31-.78
2.04.12.41.48
6.43.49.10.35
3.813.68
.26
.26
.23
.32
.43
.771.43
.261.71
.669.881.35
.454.24
.117.483.95
.971.191.12
.08
.06
.06
.032.19
.06
.62
.131.07
.09
.97
.29
.06
Associated precipitation
(in)
11.?$1.57
4.075.862.593.078.21
23.034.902.364.40
14.6216.114.353.654.806.123.158.23
14.006.97
12.865.38
26.2315.236.75
11.882.77
23.9815.569.138.96
11.382.953.535.752.04
15.902.937.154.24
11.613.20
10.562.413.12
Storm duration (days)
31 13112321233225211225235421232231311422221312
Antecedent precipitation
(in)
5 -day05.68-
05.150
.68
.0401.742.30
.66
.40
.43000
.871.175.750001.05001.206.25
.010
.37
.95000
.5101.156.0707.10
.371.7706.683.252,72
30 -day7.866.77-
1.4318.181.886.951.96
.114.267.093.60
.894.03
.302.94
.692.834.675.925.29
.595.436.24
14.6502.15
13.251.642.063.56
.986.432.961.505.38
.111.88
14.685.237.991.493.105.70
18.244.604.94
Annual runoff (in)
37.739.88
6.386.431.754.163.61
29.043.64
.981.217.057.751.441.581.831.666.053.133.37
10.304.13
13.6325.005.364.53
28.823.25
24.3115.716.655.686.761.371.441.74
.6213.181.693.461.462.461.32
12.871.84
.88
CALIFORNIA 25
Arroyo Seco near Soledad. Cgllf. (11-1520) Lat 36°16'50", long 121°19'20";drainage area, 241 sq mi; mean annualjprecipitation, 24.05 in.
Water year
19021903190419051906190719081909191019111912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 25Apr. 1Mar. 23Mar. 13Mar. 12Dec. 11Feb. 2Jan. 21Dec. 8Mar. 6Mar. 12Jan . 15Jan . 25Feb. 9Jan. 17Feb. 21Mar. 12Feb. 10Dec. 11Jan. 30Feb. 9Dec. 10Jan. 27Feb. 23Feb. 13Nov. 27Mar. 24Feb. 3Mar. 4Jan. 1Dec. 27Jan. 29Jan. 1Apr. 8Feb. 13Feb. 13Feb. 11Mar. 9Feb. 27Apr. 4Jan. 24Jan. 21Mar. 4Feb. 2
Dec. 21Nov. 20Apr. 9Mar. 3Feb. 4Nov. 19Jan. 14Dec. 7Feb. 13Apr. 21Dec. 23Feb. 25Apr. 3Feb. 16Feb. 1
Peak discharge
(cfs)
87,883b3,210bl,610b2,570b4,530b6,500
2,520b6,150b2,220
817,300al,350
1,90017,500a7,200
813,700a!6,000a5, 0305,8002,300
88,500814,60082,040al,90081,30088,50016,0005,800
85,1504,590
81011,1002,3407,1108,340
11,10012,20016,000
1,38013,60010,60014,10016,1007,100
21,10011,6003,480
9723,4608,460
20,60015,0009,0503,1202,080
27,7004,950
28,3006,1206,580
Antecedent base
discharge (cfs)
134230310125386
32268475
15313
9017
1,28064878550
2906055
665147260
16130122
__
39143
1013
10563
296122370830
46282463107
35775
336510
164116
936.2
308395
3336
33032
1,43022559
Direct runoff (in)
1.451.98
.37
.66
.881.36
.511.55
.727.62
.23
.253.421.823.413.741.801.30
.39
.737.45
.76
.20
.234.02
_-.95.91.10
2.92.22
1.581.132.011.315.54
.193.274.111.572.16
.773.061.93
.23
.22
.71
.992.333.87
.48
.45
.183.36
.983.81
.58
.32
Associated precipitation
(in)
2.111.10
.731.731.002.64
.571.112.216.361.131.8S1.724.544.496.25
.871.15
.23
.421.751.271.29
.271.78
_-
2.282.931.31
11.051.684.453.735.463.083.922.396.106.975.807.70
.849.016.133.752.062.052.966.433.962.803.921.867.903.445.362.572.47
Storm duration (days)
3411132359222213312127313_-43272325142473313522314522123322
Antecedent precipitation
(in)
5-day
1.01.12.15
000
.31
.0100
.17
.48
.221.61
.9802.0101.02
.630
.020
.13
.03_-
0.40
002.0901.400
.781.3701.080002.520
.04
.531.33
.23001.342.160
.573.712.733.861.48
.05
30-day
1.141.112.751.76
.76
.543.551.56
.803.901.29
.745.308.588.79
.696.52
.341.704.681.282.62
.713.252.79
__.67
4.1001.934.753.815.603.135.857.181.328.025.738.372.198.67
.014.63
.597.183.223.923.184.974.763.59
.645.964.02
13.182.506.28
Annual runoff (in)
7.828.024.669.13
15.9723.785.40
18.506.58
22.602.881.10
20.3116.2620.1514.085.895.334.116.53
17.049.881.294.16
12.4514.085.794.013.64
.9510.271.526.027.179.38
11.5525.181.87
14.5229.5813.1610.326.908.176.172.491.744.053.866.96
16.295.613.413.18
13.823.68
22.624.472.88
a Maximum b Maximum
observed.daily discharge.
26 CALIFORNIA
Bear Creek near Camp Rlncon. Calif. (11-0810) Lat 34°14'30", long 117°53'05"j drainage area, 27.9 sq mi; mean annual precipitation, 29.65 in.
Water year
1930 1931 1932 1933 1934 1935 1936
Data relative to annual peak discharges
Date
May 3 Apr. 26 Feb. 9 Jan. 19 Jan. 1
Feb. 12
Peak discharge
(cfs)
108 527
1,510 566
1,600
410
Antecedent base
discharge (cfs)
10 2
24 3.3 3.5
7.5
Direct runoff
(in)
0.40 .63
3.00 .42
1.72
.96
Associated precipitation
(in)
5.07 7.78 7.12
13.98 14
12.86
Storm duration (days)
5 4 24 2
6
Antecedent precipitation
(in)
5 -day
0 0 2.59 0 0
0
30 -day
0.69 .24
5.02 .17
5.29
5.43
Annual runoff
(in)
5.12 3.02
11.16 4.44 3.68
Bear Creek near Lockeford, Calif. (11-5120) Lat 38°09'15", long 121°08'15"j drainage area, 48.4 sq mi; mean annual precipitation, 18.21 in.
Wateryear
192719281929193019311932193319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 4Feb. 4Jan. 20Mar. 6
_Feb. 9Jan. 27Feb. 29Feb. 2Dec. 23Feb. 12Apr. 6Mar. 3Feb. 4Jan. 18Jan. 12Dec. 30Mar. 16Jan. 19Dec. 23Mar. 5Apr. 3Feb. 16Mar. 13
Peakdischarge
(cfs)
916825525590
0952213
1,2002,260
336144129
1,1501,0301,4101,150
272145773
1,840654
2,930541
1,330
Antecedentbase
discharge(cfs)
4.908.53.30
1908.5
.100
.12.83.8
4424
.70
173.49.5
286.80
Directrunoff(in)
0.53.58.24.50
01.31
.26
.581.69
.56
.06
.08
.721.06
.841.52
.14
.06
.792.20
.583.42
.30
.45
Associatedprecipitation
(in)
1.90.94.80
1.94-
2.952.711.624.023.631.121.642.782.491.663.451.161.261.635.351.595.601.363.48
Stormduration(days)
1122-4713514231431222521
Antecedentprecipitation
(in)
5 -day
0.04.22.93.23-.50
1.68.24
0.04.22.08.66.01.45
1.33.28
01.121.60
.91
.341.58
.27
30 -day
2.60.61
1.692.46-
2.092.434.99
.282.751.003.871.946.162,614.504.701.933.504.253.766.192.78
.50
Annualrunoff
(in)
3.291.98
.731.0803.39
.301.813.141.00
.15
.191.422.005.497.15
.91
.252.583.961.38
10.421.34
.96Note. From 1927 to 1930 station at site 3 miles downstream, drainage
area, 52 sq mi.
CALIFORNIA 27
Butt Creek above Almanor-Butt Creek tunnel near Prattville. Calif. (11-4000) Lat 40°11', long 121°11'; drainage area, 67.0 sq mi; mean annual precipitation, 50.47 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 4Dec. 11Mar. 26Feb. 28Feb. 11Jan. 27Jan. 21May 7Feb. 2Dec. 29Feb. 12Jan. 7Apr. 16Mar. 19Nov. 20
(b)Apr. 27Mar. 9Mar. 29Dec. 22Feb. 24Feb. 24Jan. 12Feb. 8
Peak discharge
(cfs)
2162,320
1621,500
980587932228240545429468252334785748920694201
2,200806
1,370537894
Antecedent base
discharge (cfs)
146564349476530
10031283220535136
318161
88563354
2093742
Direct runoff (in)
al.961.32
al.991.61
.70
.68
.67al.36
.21
.81
.23
.39a4.17
.60
.91812.23a2.94
.73a. 991.89
.59
.58
.36
.47
Associated precipitation
(in)
_7.14
_12.00
7.247.00
13.45-,
6.6211.433.056.05
_4.448.78--
2.82_
13.046.282.984.885.01
Storm duration (days)
al92
a454469
a!55716
a5 786
a47a!9
3a21
54272
Antecedent precipitation
(in)
5-day_
0-.16.11
00-
0.20
0.27-.06
0--
0-.01.04
1.141.542.45
30 -day_
L0.98-
8.608.394.894.76
-.66
4.99.78
1.33-
.978.33
--
6.20-
7.723.42
12.734.24"9.16
Annual runoff (in)
7.5626.516.99
15.3822.3322.1517.559.86
10.7512.338.10
12.579.57
13.0717.9128.3520.1117.1110.1323.7214.3926.5312.2611.84
a Seasonal snowmelt rise, b April 27 and May 7.
Campo Creek near Campo, Calif, (11-0125) Lat 32°35'20", long 116°31'35"j drainage area, 84 sq mi; mean annual precipitation, 17.25 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 6Mar. 3Feb. 4Apr. 1Dec. 24Mar. 14Jan. 27Feb. 23Nov. 12Dec. 22Nov. 23Dec. 1Feb. 28Mar. 25Apr. 29Mar. 11Mar. 2Mar. 25July 19Apr. 13
_Apr. 4Feb. 16Apr. 27
Peak discharge
(cfs)
880378
6670
60596
428270133235
26.8
5.21.52.7
6237
18137
1.80
367.3.4
Antecedent base
discharge (cfs)
1.16
132.8
.613147.51.11.6
.4
.2
.3
.1
.11.6
.2
.2000000
Direct runoff
(in)
0.28.29.03.03.10.02.06.22.04.09.004
(a).004
(*)(a).04.004.01.005
(a)0
.006! a !(a)
Associated precipitation
(in)
4.656.291.961.994.741.552.186.934.265.581.101.26
.871.522.052.381.534.86
.721.30
1.661.501.29
Storm duration (days)
15112115421122122422 221
Antecedent precipitation
(in)
5 -day
00
.93
.040
.283.34
.32
.950
.180
.050
.921.30
.36
.9300
2.691.14
.21
30-day
2.693.823.44
.111.262.863.592.75
.98
.432.51
.581.37
.141.525.05
.861.020
.79
8.422.40
.40
Annual runoff
(in)
1.101.16
.85
.412.191.18
.80
.93
.73
.46
.08
.01
.03
.007
.004
.26
.03
.02
.02
.0040
.01
.003(a)
a Runoff less than 0.001 inch.
28 CALIFORNIA
Carbon Creek at Olinda. Calif. (11-0910) Lat 33°53'20", long 117°50'40"; drainage area, 20 sq mi; mean annual precipitation, 14.68 in.
Water year
1931 193? 1933 1934 1935 1936 1937 1938
Data relative to annual peak discharges
Date
Feb. 8 Jan. 29 Jan. 1 Mar. 7 Feb. 12 Feb. 6 Mar. 2
Peak discharge
(cfs)
279 186 728 102 330
1,760
Antecedent base
discharge (cfs)
0 0 0 0 0 0 0
Direct runoff
(in)
0.21 .06 .30 .03 .12 .04
Associated precipitation
(in)
3.34 1.08 5.44 1.70 4.70 5.59
Storm duration (days)
21 2 1 6 1
Antecedent precipitation
(in)
5 -day
0.44 .17
0 .24
0 0
30 -day
2.16 4.79 2.04 2.01 1.68 1.94
Annual runoff (in)
0.01 .40 .12 .34 .22 .14 .06 .08
Carbon Creek near Yorba Linda, Calif. (11-0915) Lat 33°53'22", long 117°50'40 r drainage area, 20.4 sq ml; mean annual precipitation 15.28 in.
Wateryear
19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 6Nov. 13Jan. 18Nov. 15Jan. 25Nov. 11Jan. 26Feb. 1Apr. 3Feb. 11Feb. 1
a Runoff less
Peakdischarge
(cfs)
1.02.3
61625
18092
15522
9353250
than O.OC
Antecedentbase
discharge(cfs)
000000002.000
31 Inch.
Directrunoff(in)
h(a).50.003.05.01.19.003.33.01.01
Associatedprecipitation
(in)
1.921.315.822.062.021.867.8601.871.891.30
Stormduration(days)
21312120211
Antecedentprecipitation
(in
5-day001.6303.391.52
.03
.431.87
.430
30 -day2.60
.027.33
.154.261.52
.113.986.45
.433.09
Annualrunoff
(in)
W(a).91.0108
.02
.19
.0061.30
.02
.06
Cosgrove Creek near Valley Springs, Calif. (11-3090) Lat 38°08'10'Uong 120°50'05'>drainage area, 20.6 sq mi; mean annual precipitation, 22.39 in.
Wateryear
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 5Feb. 19Feb. 6Jan. 27Dec. 30Apr. 7Feb. 22Mar. 21Feb. 3Feb. 7Mar. 31Apr. 4Jan. 27Nov. 18Mar. 4Feb. 2Dec. 21Feb. 12Apr. 5Mar. 3Feb. 4Jan. 18Mar. 15Jan. 20Feb. 14Dec. 9Dec. 23Mar. 5Apr. 2Feb. 16Mar. 12
Peakdischarge
(cfs)
185173
1,060310995565
2,6002,0301,740
3111,3301,6402,0101,920
6261,3303,180
5671,300
700770
2,5601,130
417232
1,1503,240
8302,540
838710
Antecedentbase
discharge(cfs)
51.3
139.5
.14.7
16181.951.73.21.409
11.07
1.96.33.45.0
282511
.37.7
2015809.6
.1
Directrunoff
(in)
0.73.09
2.22.24
1.31.73
3.752.752.95
.201.591.053.17
.58
.521.541.42
.34
.71
.851.091.18
.71
.63
.21
.742.411.023.52
.43
.27
Associatedprecipitation
(in)
2.15.91
3.161.134.272.195.025.455.301.925.372.195.953.081.724.553.001.312.542.723.101.941.431.331.871.996.302.015.41
.883.05
Stormduration(days)
3143423562624223224331243122312
Antecedentprecipitation
(in)
5 -day0.521.021.281.7502.462.38
.330
.9101.590
.311.650
.02
.30
.02
.81
.04
.59
.95
.9001.262.20
.772.382.10
.33
30-day3.082.493.093.745.934.168.623.482.452.415.393.233.29
.975.50
.203.511.335.002.736.752.804.544.652.514.667.463.448.853.57
.60
Annualrunoff(in)
2.25.23
5.66.67
3.283.63
11.929.54
11.71.92
7.115.736.15
10.692.024.383.811.152.262.553.49
14.0110.591.931.374.279.451.98
12.722.23
.57
CALIFORNIA 29
Cottonwood Creek near Friant. Calif. (11-2505) Lat 37°00'05", long 119°43'10" drainage area, 58 sq mi; mean annual precipitation, 15.57 in.
Wateryear
1942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Dec. 31Jan. 22Mar. 4Feb. 2Mar. 30Dec. 27Apr. 10Mar. 23Feb. 4Feb. 12
Peakdischarge
(cfs)
283569
43158
37605.13.5
112305
Antecedentbase
discharge(cfs)
1.4.2
5.51.4
.2
.1
.10
.414
Directrunoff(in)
0.39.18.03.40.03.07.01.01.11.01
Associatedprecipitation
(in)
3.502.35
.363.081.951.831.331.152.18
.93
Stormduration(days)
5312131422
Antecedentprecipitation
(in)
5-day
0.220
.68000
.4100
.01
30-day
3.401.754.09
.11
.93
.823.682.723.702.29
Annualrunoff(in)
2.801.40
.281.90
.11
.33
.01
.01
.362.22
Coyote Creek near Artesla, Calif. (11-0905) Lat 33°50'45", long 118°03'30"; drainage area, JIO sq mi; mean annua1 precipitation, 15.59 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 3Feb. 28Dec. 10Jan. 23Feb. 22Nov. 12Dec. 23Nov. 14Dec. 13Jan. 21Feb. 6Jan. 30Jan. 18Dec. 2Feb. 13Jan. 18Jan. 26Jan. 13Apr. 7Apr. 26Feb. 1
Peak discharge
(cfs)
8272,750
3511,4803,550
488920145
2311
24011
7,360518
1,190611
3,770334
2,230558
2,390
Antecedent base
discharge (cfs)
2.022
.41.43.12.41.31.63.26.59.54.0
17.7
1.0.6.1
1.051
.71.7
Direct runoff
(in)
0.24.88.05.71
1.01.13.19.07.003.002.04.002
2.41.04.25.13
1.04.06.42.07.16
Associated precipitation
(in)
2.753.102.546.554.724.065.133.930
.901.96
.815.97
.762.462.107.761.362.13
.631.33
Storm duration (days)
321234220111311421211
Antecedent precipitation
(in)
5 -day
0.83.06
0.32
1.100
.830
.35001.68
.770
.02
.44
.451.69
.010
30-day
5.917.99
.721.291.231.30
.081.2002.472.871.617.173.695.311.94
.51
.997.10
.012.92
Annual runoff
(in)
0.545.03
.272.062.06
.65
.60
.42
.26
.16
.31
.244.08
.20
.68
.211.24
.202.67
.52c94
Coyote Creek near Borrego Springs. Calif. (10-2558) Lat 33°22'30i' long 116°25'25" drainage area, 144 sq mi; mean annual ̂ precipitation, 17.48 in.
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 28Jan. 18Nov. 8Aug. 31July 19July 25Aug. 17Aug. 13July 1Aug. 31
Peakdischarge
(cfs)
3,800312
142,020
577100
44500460845
Antecedentbase
discharge(cfs)
3.22.52.71.91.51.21.61.61.61.4
Directrunoff(in)
0.04.03.002.02.01.004(a).009.006.009
Associatedprecipitation
(in)
1.872.16
.52
.06
.66
.03
.07
.03
.05
.06
Stormduration(days)
1211111111
Antecedentprecipitation
(in)
5 -day
0.05.38
00000000
30-day
0.093.58000
.02
.02
.4700
Annualrunoff(in)
_0.30
.22
.24
.22
.20
.18
.24
.20
.19a Runoff less than 0.001 inch.
30 CALIFORNIA
Coyote Creek near Ventura. Calif. (11-1180) Lat 34°21'26", long 119°18'46"j drainage area, 41.1 sq ml; mean annual precipitation, 21.42 in.
Water year
193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Jan. 5Feb. 12F^t). 14Mar. 2Mar. 9Feb. 25Mar. 1Dec. 28Jan. 22Pet). 22Pet). 2Mar. 30Nov. 20Mar. 24Dec. 16Feb. 6Jan. 11Jan. 15Dec. 20Jan. 25Jan. 18Jan . 26Mar. 1Apr. 3
Peak discharge
(cfs)
2.9001,4105.600
11,500598
2,2408,900
43511,0009,0008,0001,5001,800
8.02.0
1,0001.6
9,180_
1,280199
2,650620
1,690
Antecedent base
discharge (cfs)
1.81.4
25203.63.1
1064.5
.35.01.71.9
.6
.1
.061.0
.2741.81.3
.6
.83.3
117
Direct runoff (in)
0.551.042.854.97
.23
.352.47
.325.853.251.76
.54
.33!'!(a)
.33(a)4.30
.16
.28
.042.01
.152.50
Associated precipitation
(in)
2.715.793.62
11.172.241.874.123.35
13.608.196.784.382.461.611.712.771.22
10.181.923.041.936.741.447.06
Storm duration (days)
122311522323111122121213
Antecedent precipitation
(in)
5-day
003.1200
.79
.31
.220
.0200
.16
.16
.170
.01002.05
.572.401.204.19
30-day
4.143.546.439.57
.234.008.574.26
.902.57
.021.433.911.95
.433.73
.356.903.063.683.122.963.82
12.53
Annual runoff (in)
3.963.11
10.1612.111.371.11
23.211.66
13.186.933.321.641.29
.02
.06
.67
.0413.251.101.71
.032.82
.4915.64
a Runoff less than 0.005 inch.Note. Small diversion above station for irrigation.
Dry Creek near Brownsville, Calif. (11-4200) Lat 39°28'40", long 121°15'15"j drainage area, 20.5 sq mi; mean annual precipitation, 68.80 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10Pet). 4Nov. 20Pet). 1Jan. 8Jan. 17Dec. 9Dec. 22Feb. 24Apr. 2Pet). 16Pet). 8
Peakdischarge
(cfs)
572822837
1,190827605269
1,890935
1,3201,0201,520
Antecedentbase
discharge(cfs)
78166.8
154259.6
111411
2213460
Directrunoff(in)
1.272.493.032.682.041.29
.985.981.922.901.323.99
Associatedprecipitation
(in)
5.759.72
18.715.30
11.318.43
10.0625.6711.418.344.43
10.97
Stormduration(days)
325242874321
Antecedentprecipitation
(in
5-day
5.54.12.80
1.69.37
00
.0103.584.992.06
30-day
L2.6220.319.61
22.1614.572.417.38
14.344.39
14.778.42
19.15
Annualrunoff(in)
15.5117.2133.3942.1722.2620.7911.0143.4616.3141.6411.0716.22
CALIFORNIA 31
Dry Creek near Gait, Calif. (11-3295) Lat 38°14'48", long 121°13'03"; drainage area. 525 sq mi; mean annual precipitation, 25.02 in.
Water year
19271928192919301931193219331945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 4Mar. 26Feb. 5Mar. 6Feb. 20Feb. 7Mar. 18Feb. 2Dec. 23Mar. 11Mar. 25Mar. 4Feb. 5Jan. 19Jan. 13Jan. 21Mar. 30Jan. 19Dec. 24Mar. 5Apr. 3Feb. 19Feb. 9
Peak discharge
(cfs)
3,3705,250
6902,480
1956,760
23313,2008,6201,0401,3607,6205,630
10,2008,7301,1201,3902,520
17,0003,600
24,0003,0605,300
Antecedent base
discharge (cfs)
962730
11717
44758211665
101104108524227246255
86 270
236599134
72
Direct runoff
(in)
0.801.77
.17
.57
.041.82
.032.922.25
.16
.241.041.101.402.34
.29
.16
.673.74
.664.41
.70
.52
Associated precipitation
(in)
3.477.512.332.46
.783.64
.955.035.571.412.283.513.422.895.091.681.063.158.862.798.262.773.62
Storm duration (days)
45431413521333541432442
Antecedent precipitation
(in)
5 -day00
.03
.311.091.301.400
.09
.80
.67
.97
.111.901.021.61
.70
.742.471.06
.311.98
.76
30 -day1.981.982.193.142.843.861.62
.293.683.024.113.588.292.945.246.314.973.326.145.517.634.156.98
Annual runoff (in)
_3.92
.961.52
.104.64
.276.654.87
.812.022.983.51
13.7213.252.141.842.98
12.792.53
14.411.771.55
Note. Many small diversions for irrigation above station.
Dry Creek near lone, Calif. (11-3280) Lat 38°17'36", long 121°02'24"; drainage area, 279 sq ml; mean annual precipitation,55.65 in.
Water year
1912 1926 1927 1928 1929 1930 1931 1932
Data relative to annual peak discharges
Date
Mar. 6 Feb. 20 Apr. 3 Mar. 25 Feb. 4 Mar. 5 Feb. 19 Feb. 6
Peak discharge
(cfs)
al,020 3,180 4,050
14,000 1,770 3,120
755 10,000
Antecedent base
discharge (cfs)
12214 109
35 51
130 36
382
Direct runoff
(in)
0.24 .29 .84
1.96 .26 .59 .07
1.59
Associated precipitation
(in)
2.44 .96
3.84 8.25 2.67 2.77
.85 4.34
Storm duration (days)
3 2 3 54 3 1 4
Antecedent precipitation
(in)
5-day0.09
.83
.25 0
.02
.42 1.24 2.11
30-day0.13
12.38 2.53 2.93 2.46 3.68 3.18 5.95
Annual runoff
(in)
1.76 2.16 6.46 4.64 1.49 2.00
.31 5.12
a Maximum observed.Note. Small diversions above station.
Dry Creek near Wheatland. Calif. (11-4245) Lat 39°01'35", long 121°26 drainage area, 99.5 sq ml; mean annual precipitation, 58.04 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 12Jan. 7Mar. 11Feb. 4Nov. 20Jan. 12Jan. 9Jan. 17Jan. 18Dec. 23Feb. 24Apr. 2Feb. 17Feb. 8
Peakdischarge
(cfs)
3,2801,9903,8805,0804,9605,6101,6103,0501,6808,7901,7805,5902,1404,170
Antecedentbase
discharge(cfs)
163
7635
010352
4.640
4785.6
12456
142
Directrunoff
(in)
0.58.45
1.132.063.194.41
.77
.70
.833.11
.862.931.281.31
Associatedprecipitation
(in)
3.504.614.004.65
11.648.863.654.073.218.115.757.284.385.44
Stormduration(days)
16335532424431
Antecedentprecipitation
(in)
5 -day0.51
.063.54
.1001.67
.32
.23
.677.74
.10
.462.422.24
30-day1.601.628.61
13.413.976.917.891.473.35
14.293.767.265.309.49
Annualrunoff
(in)
3.774.356.757.03
16.5417.055.345.713.46
16.103.62
14.073.763.71
Note, Portion of flow from drainage area may overflow or percolate intoBest Slough above station.
32 CALIFORNIA
East Fork San Gabriel River at Camp Bonita. Calif.. (11-0800) Lat 54°14'30", ong 117°45 f 56"; drainage area, 58.2 sq ml; mean annual precipitation, 10.99 in.long
Water year
1928 1929 1950 1951 1952
Data relative to annual peak discharges
Date
Feb. 4 Mar. 10 May 5 Apr. 26 Feb. 8
Peak discharge
(cfs)
266 448 122 267
5,540
Antecedent base
discharge (cfs)
17 24 48 14 55
Direct runoff
(in)
0.15 .19 .09 .31
2.60
Associated precipitation
(in)
4.35 1.00 2.28 2.48 2.78
Storm duration (days)
2 1 5 5 2
Antecedent precipitation
(in)
5 -day
0 0 0 0
.78
30-day
0.50 .55 .25 .19
1.85
Annual runoff
(in)
5.06 5.70 6.96 4.93
17.24
East Fork San Gabriel River near Camp Bonita. Calif. (11-0805) Lat 34°14'12", long 117°48'50"; drainage area, 88.2 sq mi; mean annualprecipitation, 55.16 in.
Water year
1955195419551956195719581959194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 19Jan. 1Apr. 8Feb. 11Feb. 14Mar. 2Dec. 18Jan. 8Feb. 20Aug. 10Jan. 25Feb. 22Nov. 11Dec. 21Dec. 26Apr. 29Apr. 24Feb. 6Apr. 28Jan. 16
Dec.land2Jan. 25Nov. 11Jan. 26Jan. 15Apr. 3Feb. 16Apr. 28
Peak discharge
(cfs)
1,2508,5001,0801,2902,180
46,000716
1,3601,870
54925,0002,4102,8102,7601,900
21070
24859
1,110116
1,690205
1,0201,0602,720
94794
Antecedent base
discharge (cfs)
52179824
208152
3825
18018145427197244542711512532141526
2804018
Direct runoff (in)
0.105.52
.56
.441.289.59
.27
.181.08
.024.09
.85
.721.541.12
.05a. 15
.11
.011.14
.02
.36
.05
.42
.231.11
.21
.05
Associated precipitation
(in)
2.145.601.142.892.557.824.572.115.21
.958.986.044.014.792.57
.45
2.701.77
11.842.175.155.159.294.487.904.502.40
Storm duration (days)
2112252122254232
a512521121322
Antecedent precipitation
(in)
5-day
2.310
.060
.0701.20
.581.5800
.56
.70000-
0.75.83
05.220
.702.084.455.151.88
30 -day
2.542.181.141.565.154.701.201.203.980
.931.85
.76
.061.251.09-
5.471.707.294.117.160
.955.72
14.007.102.09
Annual runoff (in)
_7.28
15.146.29
22.5832.066.726.48
28.155.36
24.6817.4111.2111.0610.273.295.155.501.51
16.855.117.955.554.725.02
25.974.542.42
a Seasonal snowmelt rise
CALIFORNIA 33
Haasna River near Santa Maria. Calif. (11-1380) Lat 35°01'20", long 120°19'20'' drainage area, 119 sq ml; mean annual precipitation, 15.41 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 14Jan. 2Dec. 28Jan. 19Dec. 31Apr. 8Feb. 23Feb. 6Feb. 11Mar. 9Jan. 10Mar. 4Dec. 28Jan. 23Mar. 4Feb. 2Mar. 30Nov. 20Mar. 24Mar. 4Feb. 6Nov. 19Jan . 15Jan. 8Jan. 25Jan. 10Jan. 25Dec. 2Apr. 3Feb. 11Feb. 2
Peak discharge
(cfs)
1011
4,9001,240
373,1102,360
10,00011,400
16493
4,000701
4,7001,5001,000
480326.57.1
900414
4,060359811144
2,260129
4,23060
300
Antecedent base
discharge (cfs)
1.0.7
1.72.51.6
15164
40105
2.53.3
1733.92.2
422.22.01.51.62.21.31.0
19112.61.82.0
.9218
31.7
Direct runoff
(in)
(a)(a)
0.65.17(a).58.67
2.481.90
(a).11
1.65.31
1.68.32.26.21.01I 8 !(a).18.13
1.80.08.12(a).88(a)
1.54.01(a)
Associated precipitation
(in)
1.721.022.212.021.481.821.403.053.821.592.423.804.404.34
.372.752.431.39
.961.592.081.764.98
.842.401.394.0204.592.832.13
Storm duration (days)
3122322221145312212123422120322
Antecedent precipitation
(in)
5-day
001.94
.75
.02
.83
.88
.88
.5101.00
.72
.2901.16000
.14
.460
.36
.980
.99
.04
.2902.63
.681.05
30-day
2.85.01
4.171.942.232.994.333.754.83
.923.356.743.282.465.61
.011.101.542.671.873.04
.893.923.691.941.801.9809.22
.894.75
Annual runoff (in)
_0.043.40
.74
.091.112.906.097.78
.20
.9310.761.837.261.231.08
.45
.15
.08
.06
.40
.476.38
.80
.71
.221.64
.107.70
.18
.18
a Runoff less than 0.01 Inch.
La Brea Creek near Sisquoc, Calif. (11-1390) Lat 34°51'. long 120°12'sc
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
ralnaee area. 86.7 sa mi: mean annual Drecioitatlon. 13.95 in.Data relative to annual peak discharges
Date
Feb. 22Feb. 2Mar. 30
___
Apr. 9_
Jan. 15Jan. 13Jan. 24Jan. 18Jan. 27
_Apr. 1Feb. 10
-
Peakdischarge
(cfs)
1,600785155
000
120
3,320178
1,430191513
01,970
1.90
Antecedentbase
discharge(cfs)
000
___
0_
44.21.01.5
.4_
400-
Directrunoff
(in)
0.68.15.02-__.01_
1.09.09.10.01.28_.58(a)-
Associatedprecipitation
(in)
2.872.492.96
___.71_
2.21.83
1.881.272.75
_1.772.36-
Stormduration(days)
311-__1 22222_22-
Antecedentprecipitation
(in)
5-day
0.02.61.14___.02
1.40.44.83.78
1.27_
1.40.21-
30-day
1.89.61
1.17--_
1.21-
3.913.651.602.671.62
_ 6.27
.25- ....
Annualrunoff(in)
1.48.64.03
000
.0204.47
.25
.46
.12
.4404.15
(a)0
a Runoff less than 0.005 inch.
34 CALIFORNIA
La Zaea Creek at Buellton, Calif. (11-1300) Lat 34°36'35", long 120 0 11'15"} drainage area, 59.5 sq ml; mean annual precipitation, 15.62 in.
Water year
194119421943194419451946194719481949195019511952195319541955.19561957195819591960
Data relative to annual peak discharges
Date
Mar. 3Dec. 28Jan. 22Feb. 22Feb. 2Mar . 29Nov. 20Mar. 24Mar. 4Dec. 8Oct. 26Jan. 15Dec. 30Jan. 19Jan. 9Jan . 26May 11Apr. 3Feb. 21Feb. 1
Peak discharge
(cfs)
87444
3402253221
8.4
185886.8
622708.0
242.38.3
27330
7.7
Antecedent base
discharge (cfs)
8.500000000000000004.000
Direct runoff (in)
1.11.03.16.16.01.01(a)(a).01.01(a).13aa'a'
.03(a).32.01(a)
Associated precipitation
(in)
1.976.125.505.063.843.54
_-
2.052.44-
3.581.09
_1.064.17
.272.301.322.02
Storm duration (days)
442324--21-31-121311
Antec precipi
(in
5 -day
0.04
0.18
00
_-.54
0-
1.181.30
_.02
1.3502.191.040
edent tation
30-day
8.152.621.913.1101.41--
1.611.50-
2.864.30-
1.672.351.307.413.474.59
Annual runoff (in)
_0.05
.45
.22
.01
.01
(̂a).02.01(a).53.01
H(a).04(a)
1.10.01(a)
a Runoff less than 0.005 inch.
Little Dalton Creek near Glendora, Calif. (11-0865) Lat 34°10'05" long 117°50'15" drainage area. 2.7 sq mi; mean annual precipitation, 24.84 in._____________
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954 '195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10May 3Apr. 26Jan. 31Jan. 19Jan. 1Apr. 8Feb. 11Dec. 31Mar. 2Jan. 5Jan. 7Mar. 4Dec. 29Jan. 23Feb. 22Nov. 11Dec. 21Nov. 20Apr. 3Mar. 4Dec. 18Jan. 11Jan. 16Dec. 1Jan. 25Jan. 18Jan. 26Jan. 13Apr. 3Feb. 16Feb. 8
Peak discharge
(cfs)
5.8286.5
7225
20169
118140960
36637310
182198
96111
574.01.98.15.4
1181358
4.3180
12180
642.2
Antecedent base
discharge (cfs)
0.1.2
0,1
00
.401.51 .0
.204.5
.20
.600
.2
.2
.600
.6
.2
.2
.1005.0
.30
Direct runoff
(in)
0.03.10.04.30.13
1.88.29.97.31
7.51.11.34
1.57.13
2.152.04
.441.24
.31
.03
.02
.06(a)
1.18.05.51.07.89.05
1.95.15.01
Associated precipitation
(in)
1.844.063.242.392.409.431.706.572.269.991.064.746.912.55
10.665.293.836.491.19
.84
.884.611.707.082.543.443.20
11.133.155.692.831.18
Storm duration (days)
15222115131655232211221322321311
Antecedent precipitation
(in)
5-day
001.13
.012.580
.1003.620
.04
.03
.4600
.701.0600
.02
.96
.02
.402.5803.66
.251.501.353.632.23
.01
30-day
0.55.28
1.131.332.863.261.162.076.276.436.48
.877.742.281.382.291.17
.095.922.823.67
.42
.4310.624.396.942.931.592.50
11.883.485.42
Annual runoff
(in)
_0.48
.172.55
.422.732.812.648.12
15.111.521.60
13.541.37
13.266.295.193.602.76
.28
.40
.65
.036.49
.422.14
.311.75
.469.74
.56
.05
a Runoff less than 0.005 inch.Note. Drainage area 3.3 square miles prior to 1939.
CALIFORNIA 35
Little Rock Creek near Little Rock, Calif. (10-2640) Lat 34°27 <50",long 118°01'05" drainage area, 49.0 sq ml; mean annual precipitation. 57.14 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr . 26Feb. 8Mar. 9Jan. 1Feb. 5Feb. 23Feb. 6Mar. 2Sept. 25Jan. 8Feb. 20Apr. 4Jan . 23Feb. 22Nov. 11Dec. 21Dec. 26Apr. 29Apr. 14Feb. 6May 4Dec. 30Jan. 9Jan. 25Nov. 11Jan. 26Jan. 13Dec. 15Feb. 16Jan. 26
Peak discharge
(cfs)
4302,200
66b455
925261
1,55017,000
b473553
2,24092
5,700902
1,0801,1003,180
12237
2125
50236
655236
1,0501,0401,070
59817
Antecedent base
discharge (cfs)
1.76.5
15.0.2
33.017.09.0
_.2
4.2160 '.013.01.2
19,04.02.8
16 .07.9
12.03.4
10 .03.48.7
27 .01 .03.13.82.89.64.1
Direct runoff
(in)
0.271.39a. 33
.721.76
.14
.92_.52.21
2.82.08
3.81.81.34.91
2.19.07
a. 43.16
a. 03.35.06.32.06.59.34.65.21.02
Associated precipitation
(in)
7.747.12
_9.303.941.173.68
_7.614.137.79
.8517.1112.146.598.517.661.86-
1.35-
2.841.155.402.175.593.203.871.20
.41
Storm duration (days)
42
a!32212_253225233I
a241
al3212121212
Antecedent precipitation
(in)
5 -day
0.042.59
_00
.68
.86_.19.74
4.4300
.30
.64000-
0-
006.440
.47
.9202.29
.34
30 -day
0.285.02
_3.704.41
11.904.51
_.22
1.439.331.341.332.56
.66
.162.02
.92_
1.97_
2.323.137.630
.541.88
.983.092.54
Annual runoff (in)
1.396.391.601.448.711.278.40
__
2.6819.751.97
13.7313.753.544.636.07
.941.21
.95
.178.791.163.232.802.091.74
11.271.58
.67
a Seasonal snowmelt rise, b Maximum daily discharge.
770-960 O-65-4
36 CALIFORNIA
Little Tu.lunEa Creek near San Fernando, Calif. (11-0965) Lat 34°16'30",long 118°22'20"; drainage area, 21.0 sq mi; mean annual precipitation, 17.69 in
Wateryear
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
__
Feb. 4Feb. 9Jan. 19Jan. 1Dec. 13Feb. 2Feb. 14Mar. 2Mar. 9Jan. 8Mar. 4Dec. 28Jan. 23Feb. 22Nov. 11Mar. 30Nov. 20Mar. 24May 19Dec. 18Jan. 11Jan. 16Dec. 1Feb. 13Jan. 18Jan. 26Feb. 28Apr. 3Jan. 6Feb. 1
Peakdischarge
(cfs)
00
30660450
1,36089
653964
8,500175
2,0901,310
1983,7004,220
244156200
16.9
9.813
2,110138198
35445112559
846.7
Antecedentbase
discharge(cfs)
_000000
2310
.229
0000000000100000
10400
Directrunoff(in)
00
.02
.92
.32
.68
.16
.13
.324.57
.06
.321.34
.092.102.41
.06
.25
.10
.01(a)
W(a)
1.90.04.05.02.29.007.18.02(a)
Associatedprecipitation
(in)
__
4.844.485.658.213.522.332.578.95
.985.293.152.019.88
10.213.332.67
.731.27
.861.47
.797.851.312.271.196.061.471.572.841.12
Stormduration(days)
_ 226122131422233311111332222111
Antecedentprecipitation
(in)
5-day__
0.552.033.03
.04
.66
.052.2600
.772.90
.800
.12
.5500
.10
.620
.392.1300
.771.171.062.2200
30 -day_
2.832.833.482.293.26
.355.787.00
.421.68
15.123.461.301.26
.831.005.591.50
.79
.83
.626.262.664.792.801.371.392.2802.73
Annualrunoff(in)
000.051.67
.46
.73
.41
.834.258.00
.46
.809.46
.186.595.21
.49
.52
.63
.01(a).02.008
4.97.16.36.04.34.03
3.07.07(a)
a Runoff less than 0.005 .inch.
CALIFORNIA 37
Merced River at Pohono Bridge near Yosemlte. Calif. (11-2665) Lat 37"43"01", 'long 119°39'55"; drainage area, 521 sq mi; mean annual precipitation, 55.00 in-
Water year
191719181919192019211922192319?419251926192719?8192919301931193?1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 10June 12May 29May 20June 11June 5May 16May 2May 6May 5May 17Mar. 25June 16May ?8May 7May 18May 31June 14June 5May 5May 15Dec. 11Apr. 22May 13May 24May 25Apr. 28May 9May 5May 7May 3May 27May 14May 28Nov. 19May 28Apr. 27May 20May 22Dec. 23May 18May 19May 13May 1?
Peakdischarge
(cfs)
5,8804,0006,1505,0504,6106,3704,5002,1204,5003,9505,7004,6804,8902,7801,8404.7804,?301,4705,1104,4506,010
22,0002,2004,7506,4105,8606,3703,4705,8104,6803,9305,1004,4504,490
23,0006,7903,4803,9903,870
14,4004,8806,6302,3403,010
Antecedent base
discharge (cfs)
1,3601,1201,5401,470
9001,800
970730
1,0301,2101,040
7101,070
965825980955270
1,290350
1,14025
1,0601,3701,670
460894470376496
1,0101,540
293815
651,380
6221,2401,060
207745274832680
Direct runoff
(in)
115.09a8.41
a!2.89112.57al9.07125.14113.04a3.69
118.5387.81
121.81.83.53
a6.99a2.74
a20.2189.01al.27
a!9.27124.38a20.53
3.24al.73
a!6.23123.32119.12a20.14a!4.21a21.67120.45a3.54
all. 94H7.18112.58
4.40a28.09a!4.0187.14a8.07
1.75H4.52130.35a2.67a3.67
Associated precipitation
(in)
__--__- ---
7.772.02---____-
9.71------------
14.52----
17.37----
Storm duration (days)
a 43a30a 40a 44a74a60a47a24a70a26a67
42
a33a20a64a30a20a56a96861
2alOa51a59a52a73a73a93a88813841a84a 46
5a69a84a24a29
3a67
alOl818a20
Antecedent precipitation
(in)
5-day
_------ ---
0.01--------
0------------
0----
3.07----
30-day
_----_- ---
2.50.87--------
3.21------------
3.59----
10.61----
Annual runoff
(in)
_22.3722.6120.3929.3035.5125.829.17
30.1420.0931.4321.6714.9516.248.47
29.6116.9410.9230.7929.4628.8149.6114.7529.1836.0335.0131.4119.1427.9429.0818.0922.6519.4323.3534.3140.1619.9419.9017.306.74
24.0135.8614.1314.74
a Seasonal snowmelt rise.
38 CALIFORNIA
Mill Creek near Los Mollnos. Calif. (11-3815) Lat 40°03'20", long 122°03*15"; drainage area, 134 sq mi; mean annual precipitation, 47.82 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 3Dec. 13Jan. 23Dec. 24Mar. 16Dec. 29Jan. 4Feb. 21Feb. 14Dec. 11Mar. 8Feb. 28Feb. 10Feb. 6Mar. 8Mar. 4F^b. 5Dec. 21Feb. 12Mar. 23Mar. 11Feb. 4Nov. 16
(a)Jan. 9Jan. 17Nov. 11Dec. 22Feb. 24Feb. 24Feb. 16Feb. 8
Peak discharge
(cfs)
1,7706,0001,5005,4401,0802,6304,0104,3803,310
23,0001,260
11,40012,20011,0006,9703,2203,2306,1804,0707,3203,8704,4303,8705,2807,7104,9102,480
23,0006,1406,8804,5605,000
Antecedent base
discharge (cfs)
100809891
183111130128131162126312254823366180141140118178249128128130221142156126156722187305
Direct runoff (in)
0.612.85
.471.88
.252.99
.913.69
.716.65
.276.304.573.782.37
.511.714.031.181.511.002.081.991.803.25
.87
.175.481.761.261.301.13
Associated precipitation
(in)
4.7223.983.75
14.392.417.963.55
16.622.74
17.334.63
15.779.62
11.887.213.778.85
18.206.098.223.316.63
14.8010.509.726.572.90
23.9811.705.30-5.128.86
Storm duration (days)
3626242
12322445525722336332173222
Antecedent precipitation
(in)
5 -day
0.3000
.122.7301.8401.270
.041.52
.126.04
.043.180
.220
.62
.96
.090
.36
.39
.062.23
.02
.041.892.612.53
30-day
2.5004.872.294.52
10.626.656.76
15.4117.092.47
10.9313.5412.515.51
11.411.008.301.304.196.83
11.4014.8114.889.982.013.139.963.36
18.305.49
12.91
Annual runoff
(in)
15.1125.7512.2421.6915.2516.7929.3627.4322.2357.3815.8039.4947.3444.8937.8120.0726.4229.8019.4431.4719.7325.4834.7245.2135.2632.2420.5150.1526.0949.5622.8822.42
a Dec. 26 or 27, 1951.
CALIFORNIA 39
Mono Creek below Lake Thomas A. Edison. Calif. (11-2315) Lat 37°22'00M , long 118°59'20"; drainage area, 92.0 sq ml; mean annual precipitation, in.
Water year
1922192319241925192619271928192919301931193?1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
June 6June 10May 8May 28May 19June 16May 28May 24Jane 11May 6Jane 22Jane 13May 12Jane 11Jane 24May 14June 2May 30May 24June 19June 15May 27June 8June 21May 6May 22May 27June 11May 30May 27June 5June 19May 21
Peak discharge
(cfs)
1,390940488
1,0601,0301,4201,110
750848525
1,4201,350
4041,2301,0601,2101,760
5401,1301,4201,1701,440
8551,370
910988838916
1,1001,3801,340
888922
Antecedent base
discharge (cfs)
877307218360254483501342272195488336167412321486446161419268378302339339575266236349505222430311236
Direct runoff (in)
3.672.10
.793.486.459.104.921.993.882.21
11.517.952.219.017.625.03
10.851.47
15.4925.6514.235.882.166.602.033.988.883.494.07
14.7116.588.097.97
Associated precipitation
(in)
_---- ---- _-__-_-- _-__-_-_-- _-
Storm duration (days)
910
6143525171018193332212931162412508749201121
71943141367503935
Antecedent precipitation
(in)
5 -day
_--------- _- -- ----- ----_---_-
30 -day
_---- ---- _-_-- -- _- ----_-- _-
Annual runoff (in)
_21.607.81
22.8317.3629.1418.6914.6113.78
-
17.9310.8822.7826.0526.7839.5813.9926.4332.7728.0827.1716.4127.6424.7418.0717.2915.7519.7926.6634.2418.4820.07
Note. All peaks result of seasonal snowmelt rises. Lake Thomas A. Edison beginning October 1954.
Flow regulated by
40 CALIFORNIA
Murrieta Creek at Temecula. Calif. (11-0430) Lat 33°28'47", long 117°08'35"$ drainage area, 220 sq ml; mean annual precipitation, 11.75 In.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 5Feb. 16Jan. 20Feb. 24Dec. 14Feb. 15Feb. 6Mar. 2Feb. 3Jan. 8Dec. 24Feb. 22Jan. 23Feb. 22Nov. 12Dec. 22Dec. 26Feb. 5Dec. 27Mar. 26Jan. 11Jan. 16Dec. 2Feb. 14Jan. 18Jan. 27Mar. 1Apr. 1Feb. 16Jan. 12
Peak discharge
(cfs)
3405,100
27423
2282,5805,870
1.6,800731
7,5507,140
5417,5004,0001,600
650125
57123.6
159,140
5302,100
502116438
5,740280
44
Antecedent base
discharge (cfs)
1.2201.31.1
.53.41.53.05.52.11.22.22.04.21.01.41.51.11.3
.6
.83.7
.81*01.0
.91.06.81.1
.5
Direct runoff
(in)
0.04.75.02.004.03.11.48
2.19.11.25.32.01
1.29.35.12.07.02.005.001.001(a).91.02.11.03.01.02.38.01.002
Associated precipitation
(in)
3.373.821.751.492.781.333.497.751.691.994.04
.765.983.722.833.541.301.61
.921.77
.572.74
.711.481.592.91
.822.94
.831.70
Storm duration (days)
253222142322243232112322321322
Antecedent precipitation
(in)
5-day
0.462,821.86
.10
.052.16
.300
.44
.25
.170
.03
.501.080
.11
.12
.690
.011.2900
.571.39
.08
.651.35
.83
30-day
1.565.282.08
.181.643.792.303.352.39
.681.67
.10
.881.441.08
.20
.33
.161.38
.25
.024.872.493.021.801.50
.464.862.402.63
Annual runoff (in)
0.081.34
.08
.004
.17
.201.912.68
.43
.552.67
.132.67
.64
.40
.24
.11
.06
.06
.05
.042.09
.10
.28
.08
.05
.081.21
.06
.04a Runoff less than 0.001 inch.
Nacimiento River near San Mlguel. Calif. (11-1495) Lat 35°47'00", long 120°47'24"j drainage area, 554 sq ml; mean annual precipitation, 15.67 In.
Wateryear
19401941194219431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Feb. 28Apr. 4Jan . 25Jan. 21Feb. 29Feb. 2Dec. 22Nov. 23Apr . 10Mar. 3Feb. 6Nov. 19Jan. 15Deo. 7Feb. 14Jan. 18Dec. 23
Peakdischarge
(cfs)
17,10028,10036,20050,80024,60042,30012,2007,3409,160
27,50015,00015,40053,10019,6007,8605,460
58,600
Antecedentbase
discharge(cfs)
352347
9124
4632137
0228294127
0568118
33131950
Directrunoff
(in)
3.924.542.614.781.594.582.901.17
.852.072.161.635.831.031.05
.485.56
Associatedprecipitation
(in)
3.255.102.247.121.665.053.233.081.993.032.82
.902.871.321.862.075.36
Stormduration(days)
45452354232352232
Antecedentprecipitation
(in)
5-day
0.31000
.5300
.04
.64
.480
.391.021.710
.591.33
30 -day
3.435.103.792.276.3101.531.045.042.062.551.612.903.212.251.212.24
Annualrunoff(in)
16.1031.9913.4415.728.708.976.303.072.366.085.476.12
21.258.005.493.88
17.02Note. Flow regulated by Nacimiento Reservoir after November 1956.
CALIFORNIA 41
Napa River near St. Helena. Calif. (11-4560) Lat 38°29'40", long 122°25'50" drainage area, 81.5 sq mi; mean annual precipitation, 55.85 in.
Water year
193019311932194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 15Jan. 23Dec. 27Feb. 27Apr. 4Feb. 6Jan. 21Mar. 4Feb. 1Dec. 27Feb. 12Mar. 23Mar. 11Feb. 4Dec. 3Feb. 1Dec . 7Jan. 17Nov. 15Dec. 22Feb. 24Feb. 24Feb. 17Feb. 8
Peak discharge
(cfs)
4,480920
5,98011,7007,870
11,8007,6004,9104,5604,0602,8902,3104,8204,9107,6804,4808,9508,020
67012,6003,1109,6404,890
11,600
Antecedent base
discharge (cfs)
0.93.5
.6116
48264
227617297.3
14144
6635
37114116.94.69.7
39840
194
Direct runoff
(in)
4.02.28
5.228.254.968.764.702.383.765.311.09
.882.213.242.221.522.972.66
.2110.791.932.452.183.80
Associated precipitation
(in)
12.142.41
13.089.178.439.259.105.218.739.203.573.304.085.055.182.498.306.792.62
18.966.824.656.587.83
Storm duration (days)
629374254721331242274242
Antecedent precipitation
(in)
5-day
00
.07
.0801.1000
.02
.070
.24
.84
.53
.311.794.21
.452.66
.07
.033.141.452.56
30 -day
04.851.996.074.227.924.367.71
.355.581.221.615.33
10.428.81
13.307.511.923.925.501.66
19.212.94
11.82
Annual runoff (in)
_1.169.25-
35.2427.1014.106.979.47
11.645.076.608.409.83
18.5125.2519.0414.264.15
39.318.96
32.785.559.90
North Fork American River at North Fork Dam. Calif. (11-4270} Lat 38°56«15".long 121°01'25"; drainage area, 343 sq mi; mean annual precipitation. 50.06 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 27Jan. 21Mar. 4Ffb. 2Dec. 29Feb. 12Apr. 17Mar. 3Feb. 6Nov. 20Feb. 2Apr. 27Mar. 9May 9Dec. 23May 18Feb. 24Feb. 16Feb. 8
Peakdischarge
(cfs)
21,60042,6005,390
25,70010,6009,4806,8005,0408,440
46,60011,40013,40013,5002,810
49,10017,70016,9007,870
26,300
Antecedentbase
discharge(cfs)
640317520234275275
1,190556556113
1,820770688
1,070279945
1,870382539
Directrunoff(in)
4.815.43
.483.645.761.17
al.64.76
1.949.442.04
al.652.46
b5.4011.421.761.56
.842.79
Associatedprecipitation
(in)
10.0611.192.609.07
13.985.092.184.155.90
21.203.775.336.21
_22.346.283.893.129.53
Stormduration(days)
5323732225332
b2973223
Antecedentprecipitation
(in)
5-day
003.520
.2802.40
.30
.4302.8400
_.09.58
1.264.473.21
30 -day
6.597.32
10.33.64
6.332.19
10.816.53
19.247.47
19.803.158.32
_11.144.53
18.017.71
14.87
Annualrunoff
(in)
46.3442.4617.1528.1832.9216.1926.3021.0830.6152.7560.0255.6524.6018.6755.4725.8350.1314.1820.40
a Probably includes some snowmelt. b Seasonal snowmelt rise. Note. Seasonal snowmelt rise.
42 CALIFORNIA
North Fork American River near Coifax. Calif. (11-4265) Lat 39°02', long 120°54'; drainage area, 308 sq mlj mean annual precipitation, 50.91 in.
Water year
191219131914191519161917191819191920192119221923192419251926192719281929193019311932193319341935193619371938193919401941
Data relative to annual peak discharges
Date
May 26May 9Jan. 1May 11Mar . 20Feb. 25Apr. 9Feb. 10Apr. 15Jan. 18May 20Dec. 13Feb. 8Feb. 6Feb. 4Feb . 21Mar . 25Mar . 10Dec. 12Mar. 18Dec. 24Mar . 29Mar. 29Apr. 7Feb. 21Feb. 14Dec. 11Mar . 23Mar . 30Feb. 10
Peak discharge
(cfs)
al,800c2,72023,000
a!3,200a9,840
all, 000a3,310
a!2,000a7,700a5,370a6 , 430a9,800a3,750
a!8,000a5,450
a!6,60037,000
2,9606,7004,3605,1803,5206,330
17,00014,3006,650
26,7001,960
17,60012,100
Antecedent base
discharge (cfs)
695582_840
1,590352895180570610
1,160120135475
68816880302
38379
93720748750720413146486810845
Direct runoff
(in)
b7.23blO.95
_4.42
b20.294.48
b6. 682.47
b9.661.33
b21.022.49
.793.861.47
(36.02dlO.84
.311.88d.351.80
b6. 41.65
b22.49(33.03
1.014,09
b6.72(37.472.43
Associated precipitation
(in)
__-
7.43_
14.21-
12.86-
7.79_
8.063.818.819.709.85
12.833.16
12.251.22
13.59_
2.17_
7.133.88
10.95_
13.216.84
Storm duration (days)
b47b71-
3b66
8b35
5bee
3beo
434764242
11b37
2b80
632
b5454
Antecedent precipitation
(in)
5-day --
0.51-.01-.28-.39-
4.83.54.19
000002.040-.28-
4.485.070-
00
30-day---
2.32-
1.63-
4.04-
7.25-
7.373.403.82
.628.663.58
.0104.942.41-
1.83-
12.5814.428.63-
12.0311.90
Annual runoff (in)
14.6718.2652.0240.7946.2036.2818.3828.4316.3139.0840.4232.636.70
31.5317.6547.2430.9213.8222.408.40
31.6615.5813.5132.5141.9328.0156.8112.0241.2242.80
Maximum observed.b Seasonal snowmelt rise. c Maximum daily discharge, d Probably Inclueds some snowmelt.
Note.--Some storage and a few diversions above station.
North Fork Cache Creek near Lower Lake. Calif. (11-4515) Lat 39°01', long 122°33'j24.53 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 23Dec. 26Jan. 27Dec. 30Mar. 6Feb. 21Feb. 4Dec. 11Dec. 3Feb, 28Apr. 4Feb. 6Jan. 21Mar. 4Feb.. 3Dec. 27Feb. 12Mar. 23Mar. 10Feb. 6Dec. 3Feb. 1Dec. 7Jan. 17Dec. 6Dec. 22Feb. 24Feb. 24Feb. 16Feb. 8
Peak discharge
(cfs)
1,30011,0002,5403,8803,1007,480
11,70020,300
53620,00010,40012,80013,9008,2904,4809,2803,3102,8803,7204,120
10,2009,460
11,50011,5001,670
15,9005,760
12,5006,230
11,500
Antecedent base
discharge (cfs)
321.6
1348
42360207511
316205694
708350852270
381111
86942
744421
3,09034
1,540117328
Direct runoff
(in)
0.263.82
.451.13
.335.531.094.15
.136.392.935.754.281.452.455.33
.49
.521.281.221.422.501.882.14
.652.581.691.601.422.51
Associated precipitation
(in)
1.488.073.994.201.698.125.137.773.257-. 106.696.456.813.645.687.613.122.383.813.684.651.954.954.234.253.864.943.294.314.43
Storm duration (days)
29942
12425375354732232242615233
Antecedent precipitation
(in)
5-day0.04
.12
.3301.860
.8500
.0101.070
.200
.210
.28
.85
.07
.24
.763.04
.3206.0901.771.241.49
30-day3.501.822.624.623.632.023.598.351.327.454.276.375.505.07
.494.861.021.734.188.415.308.534.701.365.31
10.303.67
13.172.197.30
Annual runoff (in)
1.437. OF3.6F4.57
10.2013.317.11
34.0?i.8f
20.2032.8722.1?13.2?5.517.8E"
12. 8C3.6P6.44-7.6P6.34
16. 1624.1717.24-11.63
4.7331.658.8?
40.085.838.41
Note. Several small diversions above station.
CALIFORNIA 43
North Fork Cosumnes River near El Dorado, Calif., (11-3335) Lat 38°35'20", long 120"50'55"; drainage area, 202 sq ml; mean annual precipitation, 42.78 in.
Water year
191219131914191519161917191819191920192119221923192419251926192719281929193019311932193319341935193619371938193919401941194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 6Apr. 5Jan. 25Feb. 2Mar. 20Feb. 22Mar. 12Feb. 11Mar. 21Jan. 18Feb. 19Dec. 13Feb. 8Feb. 6Apr. 8Apr. 3Mar. 25Feb. 4Mar. 5Feb. 19Feb. 6
May30&31Jan. 1Apr. 8Feb. 22Feb. 6Feb. 11Mar. 9Mar. 31Apr. 4Mar. 3Feb. 6Nov. 18Feb. 1Apr. 27Mar. 10Jan. 1Dec. 23Mar. 5Apr. 3Feb. 16Feb. 8
Peak discharge
(cfs)
a810a568
a8,000a2,550a3,400a4,150a3,720a4,580al,550a4,150a3,980a4,460
a5 60a8,000al,150a4,280a8,700
a920al,550
a366a3,690
a4622,2106,0606,5202,8905,610
4608,3502,2102,4002,670
10,9003,3901,8901,7501,650
15,8002,6107,1601,3303,820
Antecedent base
discharge (cfs)
5514043054
1,080130150
49215191240192
6288
125490143
37182
95174288
41460958
70316
64276325151142
20617460158
3633
243800
8180
Direct runoff
(in)
0.25b3.53
4.371.20
.912.501.161.96
.451.431.521.55
.162.09
.761.513.97
.31
.54
.101.44b.57
.611.032.291.021.71
.114.21
.27
.521.024.71
.94
.43
.58
.324.03
.632.32
.24
.63
Associated precipitation
(in)
2.14-
6.326.563.706.485.15
10.283.416.735.716.502.987.355.405.31
11.144.504.411.714.53-
6.503.056.037.298.253.838.862.624.235.12
18.453.803.894.734.66
18.744.15
10.233.067.19
Storm duration (days)
3b60
5617232344234343314
b832335251235342252432
Antec precipi
(in
5-day
0.35-
2.54.42
0.06
2.2001.89
.102.114.68
.30
.09
.03
.320
.10
.531.811.97-
02.832.972.454.01002.07
.53
.2901.19000
.151.101,283.922.21
sdent tation
30 -day
0.46-
18.035.096.70
.3810.713.369.775.249.015.602.492.06
.113.212.932.754.214.146.34-
9.265.74
13.338.78
11.482.968.943.037.05
15.597.37
14.973.196.929.658.878.599.966.13
10.92
Annual runoff (in)
6.666.43
23.9517.9124.8818.6610.4012.528.96
20.1421.1618.662.09
16.526.13
18.9412.724.926.852.09
12.444.734.41
13.8119.9813.6926.94
4.1019.8315.039.03
14.6130.6232.0012.049.345.58
24.549.21
23.254.196.08
a Maximum observed.b Seasonal snowmelt rise.Note. Diversions for irrigation above station.
North Fork Kings River above Dinkey Creek. Calif. (11-2165) Lat 36°54'30", long 119°06'50"; drainage area, 246 sq mi; mean annual precipitation, - in.
Wateryear
19201921192219231924192519261927192819291930
Data relative to annual peak discharges
Date
May 19June 7June 4May 15May 8May 25May 5May 16Apr . 30June 16May 23
Peakdischarge
(cfs)
5,4804,2606,0804,8901,5305,0304,0705,9003,1405,7402,380
Antecedentbase
discharge(cfs)
1,0501,1101,170
530342
1,020895882780-770
Directrunoff
(in)
a!3.88a5. 13
a25.49a!9.19a2.39
alO.13a7.71
a23.94a7.99
_a3.16
Associatedprecipitation
(in)
________-_-
Stormduration(days)
a41al5a5 2a7la22a35a26a67a35
_a!3
Antecedentprecipitation
(in)
5-day________-_-
30 -day_____-__-_-
a Seasonal snowmelt rise.
Annualrunoff(in)
_25.1535.5926.225.62
22.4818.4433.3816.7714.9415.02
44 CALIFORNIA
North Fork Kings River below Rancheria Creek. Calif, (11-2160) Lat 36°56', long 119°00'; drainage' area, 225 sq mi; mean annual pFecipitation, 55.77 In.
Water year
192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
May 16Apr . 30June 16May 27May 6May 17May 31Her. 13June 3May 13May 14Dec. 11Apr. 21May 10June 5May 24Jan. 21May 8Feb. 2Oct. 30May 2May 15May 26May 29
Peak discharge
(cfs)
5,9102,9905,6902,4001,7504,8204,1501,6605,2604,5606,510
21,0002,1304,5605,1404,8405.3802,9906,0206,5403,6303,7603,2003,420
Antecedent base
discharge (cfs)
800642618769614740710
201,000
900900 770850
1,0601,000
47362
7027
721640
1,030975
Direct runoff
(in)
a24.68a9.14
.57a3.17a2.41
a23.76a9.99
.28819.69B20.25815.74
al.63
a!7.44a29.36a!9.74
.91a!4.22
.89
.56a3.92a4.88
all. 07a8.74
Associated precipitation
(in)
-2.71-_-_
6.85_-- _-_-
9.65_
11.333.90
_---
Storm duration (days)
a67a41
2a!3a!5a63a31
2a51a53a32
-a8
a50a70a50
3a66
22
a!3a!7a 40a25
Antec precipi
(in
5 -day
-0.13- --
0--- ----
0-
00----
edent tat ion
30 -day
-0.99----.50
-- ----
3.24-.34
1.70----
Annual runoff
(in)
17?9215.5015.427.71
34.0018.6711.0831.0131.75
- -
28.0237.7832.6730.3918.9131.6227.1418.7817.5117.3922.36
a Seasonal snowmelt rise.
North Fork Matilija Creek at Matilija Hot Springs. Calif. (11-1160) Lat 34°29'20'} long 119"1B'18"; drainage area, 15.5 sq mi; mean annual precipitation, 20.96 in.
Water year
1929193019311932193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10Mar. 4Apr. 26Feb. 9Dec. 31Jan. 14Feb. 2Dec. 27Mar. 2Mar. 9Feb. 25Mar. 4Dec. 28Jan. 22Feb. 22Feb. 2Mar. 30Dec. 25Apr. 28Mar. 10Feb. 6Jan. 11Jan. 15Dec. 1Feb. 13Apr. 30Jan. 26Jan. 13Apr. 3Feb. 16Feb. 1
Peak discharge
(cfs)
a36.9a34.4a!7.6
a6422,7701,160
460920
5,580154349
1,100130
2,7001,380
557750415
1891
1573.5
2,820268280
31340795
4,530915
62
Antecedent base
discharge (cfs)
1.81.81.4
16.21.0
131.33.2
243.99.5
11251.76.53.133.21.63.32.8
.87.64.52.621.71.2
3483.82.5
Direct runoff
(in)
0.08.10.05
2.981.87
.47
.23
.425.34
.14
.312.36
.483.312.101.061.45
.96
.01
.07
.14
.0044.41
.13
.31
.06
.77
.502.69
.88
.05
Associated precipitation
(in)
1.60.95
2.304,676.07
.773.563 .99
11^562.331.933.873.69
14.308.437.054.633.451.191.452.951.247.461.873.852.677.142.882.631.792.25
Storm duration (days)
13122121211
( I2232332122231321112
Antec precipi
(in
5-day
00
.82
.110
.92
.03
.2000
.844.35
.030
.0200000002.9800
.322.74
.763.992.720
sdent tation
30 -day
0.551.53
.824.353.294.48
.181.809.90
.264.12
13.134.14
.872.71
.021.45
.111.762.613.85
.316.723.265.421.693.231.89
11.593.404.71
Annual runoff (in)
1.541.40
.848.933.736.674.03
16.4427.733.312.72
37.855.20
19.3211.945.836.233.63
.921.391.97
.7217.523.393.051.633.032.22
31.164.571.26
a Maximum daily discharge.
CALIFORNIA 45
North Fork San Gabriel River at Camp Rinconj Calif. (11-0815) Lat 34°14'50"',long
Water year
1930 1931 1932 1933 1934 1935 1936
117°51'50"i dralnase area. 18.8 sq mil mean annual precipitation, 19.27 inData relative to annual peak discharges
Date
May 3 Apr. 26 Feb. 8 Jan. 19 Jan. 1 Apr. 8 Feb. 2
Peak discharge
(cfs)
18 16
223 126 276 111
85
Antecedent base
discharge (cfs)
10 4
12 7 4.4
13 4.5
Direct runoff
(in)
0.05 .02 .64 .13 .60 .13 .05
Associated precipitation
(in)
3.34 2.84 4.68 4.49 8.63 2.36 2.59
Storm duration (days)
4 1 2 2 2 1 2
Antecedent precipitation
(in)
5 -day
0 1.94 1.50 3.64 0
.21
.20
30-day
0.43 1.94 3,26 3.85 3.26 1.32
.30
Annual runoff
(in)
2.96 2.48 8.58 3.60 3.23 8.12 4.30
North Tuba River below Goodyears Bar. Calif. (11-4150) Lat 59°52<, long 120 056'; drainage area, 244 sq mi; mean annual precipitation, 49.14 in.
Water year
195119521955195419351956195719581959194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 18May 12May 29Mar. 29Apr. 7Feb. 21May 15Dec. 11Apr. 8
Mar .26,50Feb. 10Jan. 27Jan. 21May 8Feb. 2Dec. 29Feb. 12Apr. 17May 14Feb. 6Nov. 20Feb. 1Jan. 9Mar. 9
May 8,15Dec. 25May 18Feb. 24Jan. 12Feb. 8
Peak discharge
(cfs)
2,2804,1205,4405,6207,2809,0804,480
26,0001,590
15,1009,560
10,40016,0005,120
10,8007,2806,5805,7205,1504,600
26,4007,090
11,2009,4902,620
26 , 80011,20013,0004,460
16,000
Antecedent base
discharge (cfs)
582958935822
1,0601,0801,520
136845
1,090674674459735500272270838861361211560349686662250
1,0401,760
255405
Direct runoff
(in)
0.26118.24a6.64
.95b2.55
1.99115.84
a2.53b7.32
2.265.894.11
111.09b2.60
4.85.97
b2.04114.15
1.559.061.562.572.62
110.218.601.721.621.512.69
Associated precipitation
(in)
1.54--
2.647.796.55-_-
12.184.149.58
11.29-
2.0215.994.723.06-
7.7718.514.556.745.85-
24.656.005.057.559.99
Storm duration (days)
1a61a25
564
a41_
a!45555
a485625
a5 626555
a 476224
5
Antecedent precipitation
(in)
5-day
0.02--.21
05.40- -
0.50
00-
0.20.80
5.47-.45
0.68.26
0-
0.59
2.052.582.59
30-day
3.86--
1.416.50
11.85---
11.956.325.628.24-.61
5.395.02
15.88-
18.759.45
16.5110.679.11-
10.186.45
17.176.20
14.08
Annual runoff
(in)
11.5758.1921.5918.9840.9746.6055.5069.0018.1451.9554.3860.4156.5625.9058.5545.0024.5655.9625.6941.1865.5971.0747.9154.9625.8265.9457.4661.2224.1751.01
Seasonal snownelt rise, b Probably affected by snowmelt.
46 CALIFORNIA
North Yuba River near Sierra City, Calif. (11-4105) Lat 39°34',long 120 C drainage area. 91.5 sq ml; mean annual precipitation, 56.50 in.
Water year
192419251926192719281929193019311932193319341935193619371938193919401941194219431944
Data relative to annual peak discharges
Date
Apr. 13Feb. 6Apr. 7May 16Mar. 25June 15Apr. 23May 26May 12May 29Mar. 29May 26May 13May 13Dec. 11Apr . 20Mar. 26May 13Dec. 3Jan. 21May 8
Peak discharge
(cfs)
4423,4501,0402,1505,9201,120b820
7421,8501,0601,4702,0401,6201,7509,800
6283,1702,0802,3003,5601,240
Antecedent base
discharge (cfs)
82120237784286194433116410303321956788768
73120255320
69163228
Direct runoff (in)
E4.472.44
a8. 78a5.805.79
.38E4.76
.32120.21a6.43
.67a9.85a5.55a3.754.75
a9.533.75
a24.79.79
2.19a!4.15
Associated precipitation
(in)
_12.45
--
15.842.00-
2.73--
2.35---
11.46-
11.35-
4.8914.17
-
Storm duration (days)
a477
a36all
52
a202
as 3a27
3a 20al2a8
2a80
5a69
28
a5 8
Antecedent precipitation
(in)
5-day
_0.44--
0.01-
0--.14---
0-
0-.79
0-
30-day
_5.81--
4.971.48-
1.57--
1.12---
9.15-
9.41-
3.647.68-
Annual runoff (in)
9.6731.2123.4152.7836.3618.6130.8013.3536.3518.6716.4535.7541.0729.8262.1616.6245.3845.6550.1553.0925.37
a Seasonal snowmelt rise, b Maximum daily discharge.
CALIFORNIA 47
Oregon Creek near North San Juan, Calif. (11-4095) Lat 39°24'10", long 121°04'35" drainage area, 55.1 sq ml; mean annual precipitation, 61.84 in.
Water year
1912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 6Nov. 6Dec. 31May 12Feb. 10Feb. 25Mar. 27Feb. 11Apr. 15Nov. 27Feb. 19Dec. 13Feb. 8Feb. 4Feb. 4Feb. 20Mar. 25Feb. 4Mar. 5Jan. 23Dec. 24Mar. 28Jan. 1Apr. 7Jan. 15Feb. 14Dec. 11Mar. 27Mar . 30Feb. 10Feb. 6Jan. 21Mar. 4Feb. 2Dec. 28Feb. 12Apr. 17Mar. 2Jan. 18Nov. 21Feb. 1Jan. 9Jan . 23Jan. 1Dec. 22May 18Feb. 12Feb. 16Feb. 8
Peak discharge
(cfs)
a630a? 45
_81,620al,560al,780
a585al,310al,500al,160al,160al,620
a590al,890al,130
__
a295a820a332
1,840a520
5662,2502,1101,3002,750
4102,4302,1002,1202,910
8021,7801,9201,2701,050
3851,7103,2402,3601,7201,820
4155,3901,5201,770
7423,800
Antecedent base
discharge (cfs)
265
43108145
65129
231901181325227
12010
12076
9104
13113917903234
95768
129120
3834252524
14073
563
1785037183343
38736
113
Direct runoff (in)
0.89.90
8.145.425.756.351.705.952.381.703.254.241.335.883.319.99
11.39.70
1.96.47
4.57.83.85
5.566.531.153.44
b5.679.514.145.706.54
.945.16
10,631.482.03
.571.287.313.292,481.54
.8111.521.281.091.364.86
Associated precipitation
(in)
4.736.56
16.588.059.85
17.402.81
14.844.061.426.508.925.07
11.7015.0714.3614.936.476.312.79
17.633.477.067.94
15.944.178.02
_11.656.029.148.056.90
10.0617.085.852.656.657.81
20.435,286.934.904.48
26.556.693.566.13
12.15
Storm duration (days)
22337626123428774621
10445732
b39554354723225242282143
Antecedent precipitation
(in)
5 -day
0.28.45
4.90.36.74.06.11.13
2.021.062.624.86
.51
.35000
.11
.450
.29
.04002.601.520
_0
.012.330
.180
.1803.78
.144.0901.21
.434.60
.110
.393.304.012.33
30-day
1.722.80
13.002.15
21.502.23
12.336.488.19
11.0210.035.403.755.101.00
13.214.874.066.185.712.634.989.477.757.15
10.448.82
_10.5011.059.407.14
10.28.63
7.751.69
15.829.29
10.087.33
19.8712.888.129.40
13.523.93
16.376.92
16.01
Annual runoff (in)
13.5719.6050.9140.4946.6932.5313.4630.1320.0360.9050.0525.486.62
26.1216.0343.9129.499.67
23.186.36
29.8111.438.76
29.9136.4123.5853.4710.1839.1943.4447.9046.5015.6424.7331.9715.3525.0417.9826.6551.7656.7329.9923.3514.4355.4925.2550.7413.9526.27
a Maximum observed.b Seasonal snowmelt rise.Note. Small diversions for irrigation and mining above station.
48 CALIFORNIA
Palm Canyon Creek near Borrego Springs. Calif. (10-2558.1) Lat 33°16'40",,7 sq mij mean annual precipitation, 17.48 in.
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 28Jan. 18Dec. 17Mar. 22Aug. 23Feb. 1Jan. 7Apr. 3July 23Feb. 10
Peakdischarge
(cfs)
45501415_
83.4
123935.1
Antecedentbase
discharge(cfs)
02
.51.201
.32.60
.6
Directrunoff
(in)
0.10.09.02.02.09.04.004.16.004.009
Associatedprecipitation
(in)
0.501.851.361.86
.49
.091.291.721.15
.72
Stormduration(days)
1123111211
Antecedentprecipitation
(in
5 -day
0.08.22
0.97.38.29.43.990*
.54
30 -day
0.082.21
.661.101.53
.70
.434.51
.292.04
Annualrunoff
(in)
_0.85
.28
.25
.27
.23
.13
.62
.10
.14
Palm Canyon Creek near Palm Springs. Calif v (10-2585) Lat 33°44'55",long 116°52'15"; drainage area, 94.0 sq mi; mean annual precipitation, 15.72 Jr.
Water year
19301931193219331934193519361937193819391940194119421948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 1Feb. 14Feb. 9Oct. 9Aug. 4Aug. 23Feb. 15Feb. 6Mar. 2Sept. 24Jan. 8Dec. 24Nov. 12July 23
Jan21or23Jan. 29July 28Jan. 18Dec. 17Mar. 22July 18July 26Jan. 13Apr. 3Feb. 16Sept. 10
Peak discharge
(cfs)
18031
1,870514700300350
3,8502,380
223358
2,900137150
1616
8501,010
272358263
^.±4.2
1,1308276
Antecedent base
discharge (cfs)
01.0
240001.08.52.401.01.01.401.5
.0106.8
.51.0000
171.00
Direct runoff
(in)
0.004.02.87.04.01.004.06.72.77.06.04.42.02.003.01.01.03.30.03.12.01
H(a).39.02.002
Associated precipitation
(in)
2.031.113.611.22
.26
.16
.47
.453.176.781.714.041.621.461.021.211.712.961.733.63
.93
.101.382.811.11
.24
Storm duration (days)
13211111411111511344121321
Antecedent precipitation
(in)
5-day
0.01
000000000000
.200
.31
.780
.9100
.881.511.23
.02
30 -day
0.63
1.351.311.13
.11
.031.02
.672.18
.131.531.4204.211.49
.947.83
.631.220
.101.975.991.96
.68
Annual runoff
(in)
_0.052.31
.19
.03
.14
.273.771.46
.64.44
3.02-.04.17.03.03
1.27.13.21.05(a).002
1.45.03.02
a Runoff less than 0.001 inch.
CALIFORNIA 49
Putah Creek near Guenoc. Calif. (11-4535) Lat 38°46'45", long 122°31'00"; drainage area, 112 sq mi; mean-annual precipitation, 50.38 in.
Water year
190419051906193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10Jan. 22Jan. 16Jan. 23Dec. 26Jan. 27Dec. 29Mar. 6F<=>b. 21Feb. 4Dec. 11Jan. 5Feb. 27Apr. 4Feb. 6Jan. 21Mar. 4Feb. 1Dec. 27Feb. 12Apr. 8Mar. 11Feb. 6Dec. 3Feb. 1Dec. 7Jan. 17Nov. 15Dec. 22Feb. 24Feb. 24Feb. 16Feb. 8
Peak discharge
(cfs)
24,600a!6,000a!8,700
3,27011,4006,3206,320
12,20017,00022,20032,0001,270
28,30011,60016,80025,40012,2007,8607,7007,1004,9705,4806,800
14,00010,00020,10014,9004,200
29,20010,30022,20012,50018,600
Antecedent base
discharge (cfs)
375133
137
1.81580
40555
1595821
299145290
47186
448825
240384147130615
734345
3,00038
756173519
Direct runoff
(in)
9.428.64
17.80.93
7.842.783.512.13
13.784.82
11.30.30
13.895.44
11.188.104.515.708.493.401.343.123.993,152.454.914,29
.815.464.493.663.764.70
Associated precipitation
(in)
5.693.80
19.902.41
13.158.745.422.18
11.035.897.741.908.227.267.288.504.066.797.353.292.936.707.225.243.409.92
11.024.059.11
11.147.388.598.22
Storm duration (days)
31728
1042
11422374354713232232123222
Antec precipi
(in
5 -day
0.380
.1001.27001.3601.5800
.010
.770
.04
.01
.1203.27
.57
.22
.26
.435.66
.554.51
(LI. 1504.131.473.15
edent tation
30-day
15.106.701.524.851.924.226.953.532.064.095.89
.696.774.306.874.245.90
.405.191.019.486.44
10.3910.8916.208.722.385.42
15.462.48
27.083.46
16.38
Annual runoff (in)
61.2631.8243.896.93
13.918.67
13.1623.6926.4318.3656.55
4.4240.6353.7243.7922.0813.6115.9519.5513.2514.3015.9814.3329.0637.1731.0022.5010.1350.8915.1453.8313.3818.99
a Maximum observed.
50 CALIFORNIA
Rogers Creek near Azmsa. Calif. (11-0840) Lat 34°09'55", drainage area, 6.4 sq mi; mean annual precipitation, 19
long 117°54'20"5 62 in.
Water year
1918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10Feb. 11Mar. 2Mar. 14Feb. 9Dec. 13Mar. 26Apr. 4Apr. 7Feb. 16Feb. 4Mar. 10Mar. 15Apr. 26Dec. 28Jan. 19Jan. 1Apr. 8Feb. 2Dec. 31Mar. 2Dec. 19Jan. 8Mar. 4Dec. 29Jan. 23Feb. 22Feb. 2Dec. 23Nov. 20Apr. 29Jan. 20Dec. 18Apr. 28Jan. 16Dec. 1Jan. 25Jan. 18Jan. 26Jan. 13Apr. 3Jan. 6Apr. 27
Peak discharge
(cfs)
33217
206244576130
28--
1,20064626038
296200825576520190
2,070153196408
321,700
494300400271
1322
13210
867115327
18485
90472
2,40043
Antecedent base
discharge (cfs)
16.6
2.2.4
126.521.4
.22
.1
.1
.5
.62.22.1
.21.602.44.72.7
.327
2.07
2.1.9.2
2.9.2.5.1.4
5.7.7
2.1
1.272
.60
Direct runoff (in)
1.60.05.36
1.103.45
.51
.101.086.236.10
.17
.22
.44
.15
.59
.693.64
.66
.23
.457.89
.54
.302.07
.137.802.32
.721.74
.51
.03
.07
.32
.033.23
.12
.57
.061.10
.16
.95
.50
.09
Associated precipitation
(in)
3.501.033.078.207.404.902.364.40
14.6516.114.352.556.023.433.206.69
13.863.483.072.42
16.375.763.793.522.769.357.173.635.971.14
.631.343.451.106.972.542.821.60
11.552.871.642.401.80
Storm duration (days)
2112221233212111212133212222211121322121111
Antecedent precipitation
(in)
5-day^4.250
.68
.0401.742.30
.66
.37
.430001.341.233.700
.20
.275.7502.66
.734.13
.940
.490000
.200
.911.5903.30
.911.121.421.770
.02
30 -day9.901.546.951.966.964.267.093.601.014.03
.301.322.571.344.333.983.931.13
.539.598.682.661.43
18.433.991.761.610
.094.631.132.53
.451.207.114.394.563.121.201.61
10.130
.55
Annual runoff (in)
6.27.93
4.313.13
24.523.05
.452.32
11.5111.891.171.341.56
.767.211.915.545.484.16
15.1822.152.992.37
22.291.40
27.229.085.394.896.53
.56
.921.83
.2714.941.343.34
.912.261.29
15.482.26
.40
Sallnas River near Pozo, Calif. (11-1435) Lat 35°18', Ion, drainage area, 72.5 sq ml; mean annual precipitation, 21
ig 120°24'; .61 in.
Wateryear
1943194419451946.19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 21Feb. 22Feb.' 2Mar. 29Nov. 20Apr. 10Mar. 4Feb. 6Jan. 19Jan. 15Dec. 1Jan. 24Feb. 27Jan. 25May 19Apr. 3Feb. 16Feb. 1
Peakdischarge
(cfs)
7,2102,2303,5301,540
96682
3472,000
1965,750
7901,770
1423,920
403,870
3541,010
Antecedentbase
discharge(cfs)
2.52.82.62.2
.61.92.91.72.1
211.32.17.13.11.6
1884.82.8
Directrunoff(in)
3.34.75
1.08.86.16.02.23.47.08
4.38.02.34.06
1.37.01
2.58.10.20
Associatedprecipitation
(in)
7.795.306.304.133.751.33
.951.28
.246.702.233.05
.902.971.426.421.732.38
Stormduration(days)
332312221411221321
Antecedentprecipitation
(in
5 -day0
.0300
.371.55
.340
.541.0201.200
.18
.293.202.950
30 -day3.223.1501.211.196.80
.901.711.655.042.592.23
.942.04
.7510.383.924.40
Annualrunoff(in)
9.182.302.511.38
.81
.21
.801.17
.3310.621.121.99
.553.72
.2510.21
.52
.71
CALIFORNIA 51
San Antonio Creek near OJal. Calif. (11-1170) Lat 34°27'42", long 119°14'30"j drainage area, 55.7 sq ml; mean annual precipitation, 20.96 in.
Water year
1928 1929 1930 1931 1932
Data relative to annual peak discharges
Date
Mar. 3 Nov. 14 Mar. 15 Feb. 4 Feb. 9
Peak discharge
(cfs)
a!8.3 a9.0
aSl.l a32.S
a709
Antecedent base
discharge (cfs)
1.9 .5
1.2 .3
2.4
Direct runoff
(in)
0.02 .01 .09 .04
1.72
Associated precipitation
(in)
2.47 1.65 3.64 2.43 4.67
Storm duration (days)
1 1 2 1 2
Antecedent precipitation
(in)
5-da£
0 .75
0 .60 .11
30-day
3.62 .75
2.48 2.79 4.35
Annual runoff (in)
0.47 .19 .18 .14
3.73a Maximum daily discharge.
San Antonio River at Pleyto. Calif. (11-1500) Lat 35°51'55", long 120°59'30"j drainage area, 282 sq ml; mean annual precipitation, 10.54 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 22Jan. 9Dec. 28Jan. 29Jan. 1Apr. 8Feb. 22Feb. 14Feb. 11Mar. 10Feb. 28Feb. 11Jan. 25Jan. 22Mar. 4Feb. 2Dec, 22Nov. 23Apr. 10Mar. 4Feb. 5Nov. 19Jan. 15Jan. 8Feb. 14Jan. 19Dec-. 23Feb. 25Apr. 3Feb. 16Feb. 2
Peak discharge
(cfs)
1,11059
7,460624
3,1204,6504,1006,390
12,500317
10,30011,4009,800
11,0003,030
13,5001,870
909344
1,4204,0102,9409,2001,570
990324
14,5002,500
19,1002,3502,440
Antecedent base
discharge (cfs)
5.2
0.4
2140
432295524
25224265
7610
504241.42.5
7210410
238104
4374316
1,110145
31
Direct runoff
(in)
0.19.01
1.58.08.63.62.52.66
2.68.05
2.362.52
.781.57
.291.53
.50
.09
.05
.25
.53
.341.49
.33
.21
.072.06
.361.96
.32
.20
Associated precipitation
(in)
2.58.82
4.17.42
2.572.661.44
.983.861.532.613.092.994.36
.122.772.43
.49
.942.442.521.272.86
.622.362.085.201.392.801.651.35
Storm duration (days)
417132113 2554322412322522322311
Antecedent precipitation
(in)
5-day01.1601.3200
.54
.05
.210
.130001.2700
.67
.20
.570
.281.1300
.651.061.201.681.08
.46
30-day0.082.031.202.693.022.803.262.283.87
.743.872.982.21
.475.8301.191.071.211.752.211.563.283.182.531.081.802.487.881.502.94
Annual runoff (in)
_0.145.45
.252.052.813.825.32
14.20..457.76
18.626.086.103.003.891.64
.79
.371.271.772.257.272.201.50
.906.951.18
11.512.061.18
770-960 CM55-5
52 CALIFORNIA
San Benito River near Willow Creek School, Calif... (11-1565) Lat 36°36'30"; long 121"1?'00"; 'drainage area, 250 sq ml; mean annual precipitation, 15.96 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 25Apr. 4Jan. 25Mar. 9Feb. 29Feb. 2Dec. 22
Nov. 23, 24Apr. 10Mar. 3Feb. 6Nov. 19Jan. 15Jan. 8Feb. 13Jan. 18Dec. 24Feb. 25Apr. 3Feb. 16Feb. 2
Peak discharge
(cfs)
1,7506,2002,3001,6801,3302,460
928150430
a2,000214
673,920
758798297
3,790770
8,2101,330
423
Antecedent base
discharge (cfs)
26175
2520743.54.231.41.61.2
.425341.18.4
.22.3
308154.3
Direct runoff (in)
0.62.36.20.35.16.27.15.02.04.40.02.01.48.07.09.05.65.09.92.06.03
Associated precipitation
(in)
3.521.281.922.191.255.093.33
.671.154.171.201.564.11
.852.432.846.031.894.032.121.26
Storm duration (days)
513713312822422425322
Antecedent precipitation
(in)
5 -day
0.071.250
.08
.30001.65
.69
.380
.651.1300
.704.191.711.961.37
.91
30-day
3.202.843.231.327.3201.602.774.201.993.742.434.324.072.301.866.512.568.292.364.31
Annual runoff (in)
_68.6721.4415.5012.167.105.261.60
.915.341.421.21
29.406.804.912.541.88
.385.44
.48
.15a About. Note. Small diversions above station for irrigation,
San Lorenzo River at Big Trees, Calif. (11-1605) Lat 37°01'40", long 122°03'30"; drainage area, 110 sq mi; mean annual precipitation, 10.48 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 31Mar. 9Feb. 27Feb. 9Jan. 24Jan. 21Mar. 4Feb. 2Dec. 27Nov. 22Apr. 29Mar. 10Feb. 6Nov. 18Jan. 12Dec. 7Jan. 17Dec . 2Dec. 23Feb. 24Apr. 2Feb. 16Feb. 1
Peak discharge
(cfs)
13,800678
24,00015,50013,40013,9001,890
13,2002,8101,4501,3903,8806,190
10,60014,9009,2502,7103,300
30,4002,560
17,2006,6902,990
Antecedent base
discharge (cfs)
7636
240297
9247
36640433252
206104
10330
502923
76937
74319755
Direct runoff
(in)
4.95.29
8.697.114.564.23
.614.652.79
.27
.432.072.443.945.831.37
.41
.798.33
.934.201.29
.48
Associated precipitation
(in)
11.004.45
12.7512.7913.0313.283.46
15.9511.614.404.066.926.48
14.638.688.813.626.17
13.176.518.585.373.80
Storm duration (days)
423453227222245212.24331
Antecedent precipitation
(in)
5 -day1.32
.01
.760
.0102.65
.14
.036.31
.82
.86
.02
.062.392.44
.860
11.453.723.832.32
.08
30-day5.782.37
16.5818.958.255.53
13.33.32
6.736.646.13
10.5111.023.99
11.587.341.576.55
17.295.98
10.116.529.25
Annual runoff
(in)
31.363.92
29.5145.1526.9520.258.29
14.8710.824.975.43
10.429.53
22.4835.2215.429.398.8?
31.9"7.24
35.0010.505.94
CALIFORNIA 53
Santa Anita Creek near Sierra Madre. Calif. (11-1000) Lat 34°11'30", long 118°00'59"; drainage area, 10.5 sq mi; mean annual precipitation,51.02 in.
Water year
19171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 24Mar. 11Feb. 11Mar. 2Mar. 13Feb. 9Dec. 13Mar. ?6Apr. 4Apr. 7Feb. 16Feb. 4Mar. 10Jan . 15Apr. 26Feb. 9Jan. 19Jan. 1Apr. 8Feb. 12Dec. 27Mar. 2Sept. 25Jan. 8Apr. 4Dec. 28Jan. 23Feb. 22Nov. 11Dec. 23Nov. 20Apr. 28Jan . 20Dec. 18Jan. 11Jan. 16Dec. 1Jan. 24Nov. 11Jan. 26Jan. 13Apr. 3Jan. 6Feb. 1
Peak discharge
(cfs)
335372
34292496781
'2504070
1,880645
42613998
336390564630349570
5,200252349465
422,530
704340460346
4732
12518
1,260169_
76661169867710
17
Antecedent base
discharge (cfs)
2.4301.53.41.7
216.53.21.31.13.21.51.22.01.0
153.61.05.01.94.17.0
.53.4
563.91.14.62.21.43.61.41.4
.8
.6302.43.0
.61.21.8
1132.61.9
Direct runoff
(in)
0.451.05
.07
.33
.832.83
.53
.07
.193.733.13
.10
.13
.09
.151.62
.691.82
.701.38
.5711.09
.40
.24
.38
.137.292.40
.531.24
.49
.05
.08
.18
.022.66
.121.04
.031.07
.171.12
.20
.03
Associated precipitation
(in)
4.125.862.593.328.207.405.492.364.40
14.6216.114.352.552.153.786.097.61
13.942.96
11.015.87
22.299.565.012.192.95
22.2012.507.70
11.164.232.323.073.921.84
10.892.845.132.42
13.913.963.453.391.77
Storm duration (days)
13122231233212121215233212232211111322121111
Antec precipi
(in
5-day
05.150
.43
.0401.502.30
.66
.40
.43004.404.001.954.930
.350
.910
.111.012.401.000
.36
.960
.890
.28
.01
.064.7605.6002.60
.873.8300
edent tation
30 -day
1.3618.181.886.701.966.964.197.093.60
.894.03
.301.325.744.005.325.144.741.904.706.28
12.26.16
1.8610.40
4.771.443.06
.98
.1911.831.565.531.20
.1413.405.237.2002.882.29
13.1804.52
Annual runoff (in)
7.276.681.594.294.57
29.644.361.261.237.779.251.802.162.291.777.163.164.508.005.21
17.5427.684.794.80
25.233.27
29.7112.136.295.547.641.862.022.61
.7815.392.755.682.573.982.80
20.503.901.78
54 CALIFORNIA
Santa Maria Creek near Ramona. Calif. (11-0285) Lat 33°03'15", long 116°56 f 55": drainage area, 58 sq mi3 mean annual precipitation, 16.76 in.
Water year
191419151916191719181919192019471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 21Feb. 10Jan. 27Feb. 23Mar. 12Mar. 21Mar. 26Mar. 21Mar. 24Feb. 7Mar. 25
Mar. 16Nov. 16Mar. 22Jan. 18Mar. 31Apr. 2-7Mar. 22Feb. 22Feb. 10
Peak discharge
(cfs)
9041,8907,140
1181,370
38198
1.2.3
12.7
01,800
37795
24.1.1
5,2202.1
20
Antecedent base
discharge (cfs)
0.19.2
717.4
.1
.2
.2
.04
.03
.300
4100.1000
.6
.10
Direct runoff (in)
0.42.61
5.55.06.58.01.17
M(a).006(a)
0.63(a).41.006! a !(a).79(a).005
Associated precipitation
(in)
6.154.109.901.474.431.002.371.81
.91
.501.89
_2.292.395.372.42
.30
.013.36
.891.19
Storm duration (days)
33322321112 124311112
Antec precipi
(in
5-day
0.42
1.881.871.471.55
.540
.30
.520
1.9201.21
.080
.01
.671.49
.65
edent tat ion
30-day
7.0211.1617.942.104.342.604i971.072.964.881.80-
6.30.03
1.461.990
.965.645.974.37
Annual runoff (in)
0.673.75
13.42.74.82.05.35.005.003.03(a)
02.09
.01
.46
.01f a !(a)
1.79.002.005
a Runoff less than 0.001 inch.
Sespe Creek near Wheeler Springs. Calif. (11-1115) Lat 34°34'40", long 119°15'25" drainage area, 50 sq mi; mean annual precipitation, 22.01 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 10Feb. 6Mar. 1Jan. 15Dec. 1Feb. 13Dec. 3Jan. 26Jan. 12Apr. 3Feb. 16Jan. 10
Peakdischarge
(cfs)
215316
2,260151616
69468
1,7203,0101,880
128
Antecedentbase
discharge(cfs)
1.61.4
.92.62.82.1
.91.11.1
3945.01.3
Directrunoff
(in)
0.01.03.00:
1.15.03.18.02.28.30.76.55.03
Associatedprecipitation
(in)
1.602.75
.8111.112.704.241.266.773.973.532.202.56
Stormduration(days)
211221121111
Antecedentprecipitation
(in)
5 -day
0.010
.634.8100
.082.64
.144.433.33
.09
30-day
2.184.071.776.723.726.071.813.161.26
12.935.221.60
Annualrunoff(in)
0.19.27.09
6.66.81.99.42.96.82
11.561.54
.35
CALIFORNIA 55
Sliver Creek near Placeryille, Calif. (11-4420) Lat 38°47'30", long 120°35'15"; drainage area, 176 sq mi; mean annual precipitation, 42.53 in.
Water year
192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 30Apr. 6Feb. 8Feb. 6Apr. 5Feb. 21Mar. 25June 16Apr. 22Mar. 18May 12May 30Mar. 29Apr. 8Feb. 22May 14Dec. 11Apr. 8Mar. 26May 11Jan. 27Jan. 21May 8Feb. 2Dec. 29May 3May 26May 14Jan. 22Nov. 18May 27Apr. 27Mar. 9May 22Dec. 23May 18May 23Jan. 10Feb. 8
Peak discharge
(cfs)
3,8603,020
9157,3302,2504,260
17,6004,6601,5601,0702,7803,0402,9106,2406,8003,840
23,0001,470
10,8003,1805,790
15,8002,320
10,4003,1802,1103,1103,4203,680
25,8004,0604,8204,4102,150
27,5006,0304,5401,3006,500
Antecedent base
discharge (cfs)
765568102210450325_317432263660660498560500620
82506560900268260507150150718878604162102
1,300496400660
1,280600605
7076
Direct runoff
(in)
a25.26.95.37
2.64.98
2.95_.67
a8.39.16
a9.49a6.66
.471.112.09
a!7.134.51
a4.88a5.63
all. 172.683.82
a9.422.053.46
al.98al4.89a!5.76
1.0010.82
a28.35all. 30
1.47a3.55
7.67a7.63
a22.29.36
1.31
Associated precipitation
(in)
_2.162.987.355.407.08
_2.47-
1.04-_.72
2.867.57-
7.52-
10.30-
10.0110.93
-7.41
11.15--_
4.5318.10
-_
5.16-
14.66--
3.997.08
Storm duration (days)
a6222347
_2
a 481
a31a24
224
a562
a255
a3454
a 4237
a8a46a52
34
a56a48
2a!4
3a29a77
22
Antec precipi
(in
5 -day_
2.36.30.09.03
0-.04-.02--.28
3.243.66-
0-
0-
00-
0.29---
5.742.43--
0-
5.99--
2.382.06
edent tat ion
30-day_
2.462.492.06
.117.08
_1.37-
3.82--
1.526.77
12.11-
4.56-
9.06-
8.184.89-.74
4.72---
10.8010.53
--
7.62-
12.06--
3.8810.37
Annual runoff (in)
_32.078.82
38.0318.0045.4929.8316.3021.3110.1433.1317.5814.1733.3546.0928.0055.0115.2743.6334.6946.7049.1419.0832.9337.1319.3731.2623.6737.9556.6855.5834.0923.6919.2256.8128.4146.9216.0818.38
Seasonal snowmelt rise, Note. In many years the direct runoff may Include some snowmelt.
Slsquoc River near Sisquoc. Calif. (11-1385) Lat 34°50'25", long 120°10'00"j drainage area, 290 sq ml; mean annual precipitation, 15.62 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 22Feb. 2Mar. 30Nov. 23Apr. 28Mar. 11Feb. 6Mar. IJan. 15Jan. 14Jan. 25Feb. 17Jan. 26Jan. 13Apr. 3Feb. 16Feb. 2
Peakdischarge
(cfs)
4,7004,5003,9001,150
2.9200
1,2104.5
6,880524
3,000408
1,750743
7,6401,530
850
Antecedentbase
discharge(cfs)
258.8
12161.63.51.62.6
10521.85.72.81.0
310411.8
Directrunoff
(in)
0.58.46.44.07(a).03.12(a)
1.34.06.17.04.32.02
1.30.12.03
Associatedprecipitation
(in)
6.272.022.29
.60
.50
.29
.65
.543.52
.751.35
.692.341.953.491.37
.97
Stormduration(days)
32412211611121321
Antecedentprecipitation
(in)
5-day
0.1000
.700
.260
.54
.43
.041.910
.58
.061.952.160
30-day
1.62.01.67
2.66.64
1.301.29
.791.623.592.621.621.28
.396.842.543.02
Annualrunoff(in)
2.621.561.12
.49
.05
.24
.44
.084.96
.75
.89
.34
.90
.227.14
.63
.18a Runoff less than 0.005 inch.
56 CALIFORNIA
Snow Creek near Whltewater, Calif. (10-2565) Lat 33°52 1 , long 116°41'j drainage area, 11 sq ml; mean annual precipitation, 15.18 in.
Wateryear
192319241925192619271928192919301931
Data relative to annual peak discharges
Date
Dec. 14Apr. 6Aug. 26Oct. 5
_Mar. 5Feb. 2
--
Peakdischarge
(cfs)
a91.0a-16.1a!3.7a53.0
_all. 9a!8.3
_-
Antecedentbase
discharge(cfs)
7.9844_86.1--
Directrunoff
(in)
0.58.06.06.24_.03.07--
Associatedprecipitation
(in)
1.971.05
.162.38
_1.18
.48--
Stormduration(days)
3312 42--
Antecedentprecipitation
(in)
5 -day
0.15.27
00
_00--
30-day
0.753.150
.03-
1.571.64--
Annualrunoff
(in)
11.837.727.359.61 -
9.1312.847.53
a Maximum dally discharge.
South Fork Silver Creek near Tee House. Calif. (11-4415) Lat 38°49'18"j long 120°21'57"; drainage area, 28.4 sq ml; mean annual precipitation, 45.82 In.
Water year
19251926192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Feb. 6Apr. 5May 16Mar. 25June 15May 20Apr. 28May 16May 30Mar. 29May 23Jane 7May 14Dec. 11Apr. 20Mar. 26May 11Dec. 3June 1May 7Jane 4May 5May 2May 26May 14Jan. 23Nov. 18May 27Jan. 10Mar. 9May 21Dec. 23May 18May 23May 9
Peak discharge
(cfs)
785326800
1,950775409217648692558760828782
2,640339942750959
1,110526750636602689792_
3,900865
1,090746635
3,9401,070
823587
Antecedent base
discharge (cfs)
4084986876
15680
139104112124116107
9121
84131
181315097
135141150150
3812
1231845
10688
162284133
Direct runoff
(in)
1.38.60
a32.754.841.15
a4.96a2.30
a26.73a!2.19al.70
a28.33a38.10a!9.38
3.81a4.843.13
a25.241.13
a25.56al6.56a25.94a26.74a6.32
a!9.46a21.91
.4710.99
a46.92.68
1.18a 15. 22
5.761.13
a!4.54a2.83
Associated precipitation
(in)
7.355.40-
11.142.84---- -__
8.42-
10.75-
4.56_- ----
4.0617.79
-3.345.52-
15.613.04--
Storm duration (days)
34
a7651
a!5a!2a61a27
a6a67a80a42
221
5a5 9
2a63a49a67a62a!8a41a61
35
a8833
a 4131
a22a!4
Antec precipi
(in
5 -day
0.09.03-
0.01----_-_-
0-
0-.35_- ----
5.410-.36
0-
5.991.01--
edent tat ion
30-day
2.06.11-
2.931.64------ -
4.19-
7.98-
2.08--_----
11.686.63-
9.457.50-
12.103.32--
Annual runoff (in)
46.1520.9947.8032.8119.0126.2812.0840.5420.7317.0337.4949.9729.9348.0617.5045.8937.9849.4949.9723.5037.6242.8121.8138.3128.0343.3956.0857.7339.5527.7622.9858.7833.2947.0218.04
a Seasonal snowmelt rise.Note. Flow regulated after 1959.
CALIFORNIA 57
South Fork Willow Creek near North Fork. Calif. (11-2450) Lat 37°13', long 119°29'; drainage area, 39.7 sq mi; mean annual precipitation, 35.90 in.
Water year
1912 1913 1914 1915
Data relative to annual peak discharges
Date
Msr . 6 (b)
Jan . 25 May 16
Peak discharge
(cfs)
a!63 a77
a3,000 a375
Antecedent base
discharge (cfs)
15 18 38
150
Direct runoff
(in)
0.33 c.35 5.86
C6.10
Associated precipitation
(in)
4.34
12.15
Storm duration (days)
4 07
4 c29
Antecedent precipitation
(in)
5 -day
0
3.44
30-day0.27
15.35
Annual runoff
(in)
9.93 4.57
32.07 18.27
a Maximum daily discharge.b March 31 - April 1.c Seasonal snowmelt rise.
3uaw Creek above Shasta Lake, Calif. (11-3655) Lat 40°51'25", long 122°07'10"} Jrainage area, 65.3 sq mi; mean annual precipitation, 27.19 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 1Dec. 27Mar. 3Jan. 7Mar. 18Jan. 23Oct. 30Feb. 1Jan. 9Mar. 9Dec. 6Dec. 21Feb. 24Jan. 29Jan. 12Feb. 8
Peakdischarge
(cfs)
4,5106,1503,4703,6301,9303,6906,7507,0908,350
11,2001,950
17,8007,0807,4106,5506,880
Antecedentbase
discharge(cfs)
88149100
35297
2922
742336225
309176
20722
591
Directrunoff
(in)
8.0016.773.655.955.173.904.915.93
13.215.441.94
19.474.664.886.443.88
Associatedprecipitation
(in)
5.58a7.865.048.736.58
15.0216.227.23
16.036.34
10.1928.5614.0910.6120.279.17
Stormduration(days)
5826785362774572
Antecedentprecipitation
(in)
5 -day
0a. 200
.062.975.50
.143.87
.7400
.08
.02
.6002.69
30 -day
.53a5. 22
7.202.01
10.109.315.16
15.3018.709.36
11.414.724.718.285.32
22.29
Annualrunoff(in)
_51.3426.0946.8024.8630.2364.0665.8754.1860.1024.7487.9536.1887.4339.3035.70
a Figures for associated precipitation and antecedent precipitation are subject to possible error. All precipitation stations reporting for period 1945 to 1948 are more than 10 miles from boundary of drainage area.
Stony Creek near Stonyford. Callf^ (11-3845) Lat 39°22', long 122 0 36'3 drainage area. 97 sq ml; mean annual precipitation. 17.96 in.
Wateryear
1919192019211922192319241925192619271928192919301931193219331934
Data relative to annual peak discharges
Date
Feb. 9Dec. 11
_Feb. 19Dec. 28Feb. 8Feb. 11Feb. 4Feb. 21Mar. 26Feb. 3Dec. 15Jan. 23Dec. 27Mar. 16Jan. 1
Maximumday
(cfs)
3,210820_
1,3601,300
8503,0903,5804,8504,800
9122,1601,0801,960
5111,520
Antecedentbase
discharge(cfs)
10343_84
14662
22031
265166
43247234
28995
Directrunoff
(in)
4.03.36_
1.60.66.65
2.384.157.464.52
.922.98
.673.14
.242.14
Associatedprecipitation
(in)
2.461.06
_1.11
.98
.825.458.025.062.432.404.151.406.01
.384.57
Stormduration(days)
52 4122745372914
Antecedentprecipitation
(in)
5 -day
0.05
0.07.05
1.1400000
.051.76
.700
30-day
1.671.17
2.454.552.483.00
.402.65
.62
.1803.791.86
.723.57
Annualrunoff(in)
22.428.18
18.6016.535,16
29.9617.6937.8924.369.16
19.918.85
17.0912.5414.11
Note. Flow includes some diversion from East Park feed canal. Figures for associated precipitation and antecedent precipitation for 1919-1928 are subject to possible error. Precipitation station reporting for the period is 22 miles from boundary of drainage area.
58 CALIFORNIA
Sutter Creek at gutter Creek, Calif. (11-5275) Lat 38°24', long 120°48'j drainage area, 55.2 sq ml; mean annual precipitation, 55.91 in.
Wateryear
192219231924192519261927192819291930193119311932193319341935
Data relative to annual peak discharges
Date
Feb. 9Dec. 13Feb. 8Feb. 6Feb. 4Apr. 3Mar. 25Mar. 10Mar. 5Jan. 2Feb. 19Feb. 6Mar. 16Jan. 1Apr. 8
Peakdischarge
(cfs)
1,4803,100
1143,100
4001,7202,260
190970106106
1,770210660
1,100
Antecedentbase
discharge(cfs)
27.3111317.5
28143.5
405
14114
295
93
Directrunoff(in)
1.993.54
.132.46
.592.434.87
.23
.91
.06
.062.44
.15
.74
.78
Associatedprecipitation
(in)
6.916.502.987.356.895.60
11.142.573.282.47
.934.231.224.642.71
Stormduration(days)
342374423214142
Antecedentprecipitation
(in)
5-day
04.68
.30
.090
.0300
.5501.552.051.8604.01
30 -day
2.105.602.492.06
.472.922.91
.134.36
.123.845.932.176.856.41
Annualrunoff(in)
_20.542.02
12.995.63
12.8310.654.023.841.431.438.101.933.338.35
Note. Small diversions for irrigation above station.
Sutter Creek near Sutter Creek, Calif. (11-3270) Lat 38°23'30", long 120°46'50" drainage area. 50.6 sq mi; mean annual precipitation, 54.71 in.
Water year
1936 1937 1938 1939 1940 1941
Data relative to annual peak discharges
Date
Feb. 22 Feb. 6 Feb. 11 Mar. 9 Mar. 31 Feb. 11
Peak discharge
(cfs)
3,900 1,420 2,020
163 2,050
810
Antecedent base
discharge (cfs)
145 24
192 14 20 26
Direct runoff (in)
2.75 1.54 2.28
.15 2.06
.78
Associated precipitation
(in)
7.37 6.39 7.73 2.20 7.81 3.62
Storm duration (days)
2 3 5 2 6 4
Antecedent precipitation
(in)
5-day
2.66 1.95 3.58
.01 0
.94
30-day
12.43 6.83
10.55 3.06 6.84 5.07
Annual runoff (in)
10.24 16.19 2.40 9.46 8.59
Note. Small diversions for irrigation above station.
Tepusquet Creek near Sisquoc, Calif. (11-1395) Lat 34°52'05", long 120°14'40"j drainage area, 28.9 sq mi; mean annual precipitation, 15.95 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 21Feb. 2Mar. 30Nov. 13Apr. 28Mar. 5Mar. 2" 4Feb. 28Jan. 15Jan. 14Jan. 24Jan. 18Jan . 25Apr. 17Apr. 3Feb. 21Feb. 2
Peakdischarge
(cfs)
20050
7.51.81.553.11.5
31831
234_
1961.5
2951.6
26
Antecedentbase
discharge(cfs)
1.2.6.6.2.2.2.6.4
2.41.41.5
.5
.5
.36.5
.5
.2
Directrunoff(in)
0.23.03.01aaaaa
.30
.03
.08
.03
.18(a).34(a).01
Associatedprecipitation
(in)
2.873.103.221.53
.691.171.191.622.50
.831.881.271.07
.103.29
.901.66
Stormduration(days)
32221313222211311
Antecedentprecipitation
(in)
5-day
0.0200
.010
.140
.111.40
.44
.83
.78
.37
.122.081.461.66
30 -day
1.8901.03
.061.181.29
.18
.593.913.651.602.672.04
.398.044.114.83
Annualrunoff(in)
1.00.56.23.14.10.14.16.17
1.74.51.59.35.74.12
2.94.10.10
a Runoff less than 0.005 inch.
CALIFORNIA 59
Topango Creek near Topango Beach. Calif. (11-1040) Lat 34°03'50", long 118°35'10" drainage area, 17.9 sq ml; mean annual precipitation, 23.95 in.
Water year
193019311932193319341935193619371938194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 15Feb. 4Feb. 8Jan. 19Dec. 31Jan. 5Feb. 22Mar. 15Mar. 2Feb. 1Feb. 20Dec. 28Jan. 22Feb. 22Feb. 2Dec. 23Nov. 20Mar. 24Dec. 26Dec. 18Jan. 11Jan. 15Dec. 1Feb. 13Jan. 18Jan. 26Feb. 23Apr. 3Jan. 6Apr. 27
Peak discharge
(cfs)
3401,3701,2501,4304,5101,200
5281,1307,9601,2801,100
3852,2005,070
964905567276
63275
216,050
7022,090
1511,540
6553,9501,510
539
Antecedent base
discharge (cfs)
015.51.8013.6
141.91.8
521010000000
11000
.1
.164
.07
.4
Direct runoff
(in)
0.33.55
1.861.336.09
.24
.46
.558.651.005.12
.153.814.18
.47
.82
.19
.05
.02
.08
.019.21
.161.03
.08
.71
.141.12
.18
.17
Associated precipitation
(in)
3.654.844.483.168.211.70
.91
.928.873.796.631.909.85
10.214.435.40
.731.27
.993.521.99
13.471.756.151.838.463.081.763.594.12
Storm duration (days)
122111113332232211112331111111
Antecedent precipitation
(in)
5-day
0.55
2.033.03
.040
.392.090
.013.46
.800
.12000
.10
.11
.03
.223.6700
.672.2902,1300
30-day
1.952.832.823.482.295.128.592.877.006.857.603.461.301.26
.02
.285.591.501.472.57
.289.033.146.504.742.693.21
10.98.05.24
Annual runoff (in)
0.743.762.346.721.421.566.93
14.142.18
19.84.57
9.137.301.141.471.04
.18
.10
.40
.0817.70
.761.91
.371.08
.397.95
.82
.44
Tres Pinos Creek near Tres Pinos, Calif. (11-1575) Lat 36°34'20", long 121°17'00"j 209 sq mi; mean annual precipitation, 12.58 in.
Wateryear
1923194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Feb. 25Apr. 4Feb. 6Mar. 9Feb. 22Feb. 2Jan. 5Nov. 20Apr. 10Mar. 3Jan. 14Nov. 19Jan. 12Jan. 14Jan. 24Jan. 18Dec. 23Dec. 16Apr. 3Jan. 8Feb. 10
Peakdischarge
(cfs)
5004,4808,060
8962,520
506749400a7.862
525218642
4,840247292217
4,750a54
5,490283593
Antecedentbase
discharge(cfs)
3.617
125199.453.73.6
_.5
1.51.4
.7185.67.82.01.8
_100
4.22.2
Directrunoff
(in)
0.03.61.42.08.32.09.07.04_.01.08.02.10.68.04.02.08.86_
1.18(b).09
Associatedprecipitation
(in)
0.6 72.73
.94
.741.363.223.21
.94_.86
2.63.99
2.412.44
.481.041.115.88
3.301.601.51
Stormduration(days)
27222432-223241112 432
Antecedentprecipitation
(in)
5 -day
0.73.15.85.21.79.20
00-.48.85
1.26.40
1.00.31.25.89
1.17
1.491.591.79
30-day
0.863.031.931.892.174.57
.083.69-
3.842.062.801.933.842.76
.932.283.93-
6.371.784.67
Annualrunoff(in)
--
4.73.98
1.23.55.44.30.09.07.22.11.36
2.59.33.21.14
2.76.16
3.26.21.19
a Probably effected by regulation b Runoff less than 0.005 inch.
60 CALIFORNIA
Tujunga Creek below Mill Creek near Colby Ranch. Calif^ (11-0940) Lat 34°18'33" long 118 08*40", drainage area, 64.9 sq mi; mean annual precipitation, 28.02 in.
Water year
1948 1949195019511952195319541955 195619571958 19591960
Data relative to annual peak discharges
Date
Apr. 29 Mar. 4Feb. 6Jan. 29Jan. 18Dec. 2Jan. 25May 1 Jan. 26Jan. 13Apr. 3 Feb. 16Jan. 10
Peak discharge
(cfs)
111 13366.7
1,38065
26041
324313
1,770 421
13
Antecedent base
discharge (cfs)
3.3 5.62.4
.8113.64.12.9 1.01.0
286 9.71.1
Direct runoff (in)
0.03 .01.02.002.94.01.10.02 .15.07.49 .12.003
Associated precipitation
(in)
2.95 .72
2.011.449.891.954.422.50 9.723.542.91 2.471.75
Storm duration (days)
1 2113222 21111
Antecedent precipitation
(in)
5 -day
0.66
003.9803.98
.39 1.97
.713.89 3.26
.08
30-day
1.50 2.093.702.55
10.004.054.901.58 2.321.97
12.31 4.202.13
Annual runoff (in)
0.37.31.11
5.60.68
1.10.55 .52.42
5.77 .69.20
Tujunga Creek near Colby Ranch, Califa
Wateryear
19311932193319341935193619371938193919401941194219431944194519461947194819491950
rainase area, 66.9 sq mis mean annu. (11-0945) Lat 34°18'10", long 118°09'35 "; al precipitation, 28.02 in.
Data relative to annual peak discharges
Date
Feb. 5Feb. 8Jan. 19Jan. 1Apr. 8Feb. 12Feb. 6Mar. 2Dec. 19Jan. 8Feb. 20Dec. 10Jan. 23Feb. 22Nov. 11Mar. 30Dec. 26Apr. 29Jan . 20Feb. 6
Peakdischarge
(cfs)
2162,550
3241,520
640159
1,030a8,200
5431,8901,380
11214,8003,3001,8702,7001,500
1401640
Antecedentbase
discharge(cfs)
1.012
5.3
122.5
121913.3
4.6849.52.4
1378.2
103.22.43.6
Directrunoff(in)
0.101.20
.07
.52
.22
.17
.526.67
.35
.181.47
.034.781.51
.26
.99
.69
.03
.01
.02
Associatedprecipitation
(in)
7.477.128.23
14.004.42
12.865.36
26.239.826.75
11.882.77
23.9815.569.079.56
11.382.951.492.01
Stormduration(days)
42121523353123233121
Antecedentprecipitation
(in)
5 -day
0.872.595.750
.450
.0205.411.206.25
.010
.37
.95000
.250
30-day
2.835.025.925.292.295.434.98
L4.655.412.15
13.251.642.063.56
.986.432.961.50
.553.70
Annualrunoff(in)
0.413.03
.73
.872.69
.655.45
12.782.221.55
13.651.66
12.5210.222.892.823.09
.54
.42-
a Maximum daily discharge.
CALIFORNIA 61
Tale River near Porterville. Calif. (11-2055) Lat 36°05', long 118°55'; drainage area. 261 sq ml; mean annual precipitation, 51.11 in.
Water year
19021903190419051906190719081909191019111912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 7Jan. 28Mar. 23Mar. 19Mar. 15Apr. 2Feb. 22Jan. 21Dec. 8Jan. 31
May 18,19Apr. 1Jan . 25May 4Jan. 17Dec. 24Mar. 18Feb. ?7Apr. 15Mar. 14Feb. 11Apr. 6Apr. 11Apr. 4Apr. 8Feb. 18Mar. 25Mar. 22Feb. 23Jan. 2Dec. 28Jan, 29Dec. 13Apr. 8Feb. 13Feb. 6Dec. 11Mar. 27Jan. 11Feb. 12Jan . 25Mar. 9Mar. 5Feb. 1Dec. 25Nov. 23Apr. 10Apr. 23Feb. 6Nov. 19Dec. 30Apr. 27Jan . 25Feb. 17Dec. 23May 19Apr. 3Feb. 16Feb. 2
Peak discharge
(cfs)
83,40083,800a2,500
896089,000a2,260al,27087,720a8,44083,340
82608248
811,400al,740
812,00085,120
a90081,07083,450
865784,30083,360
a2558580a750
86,400al,430
8468a604
3695,8001,670
5804,360
12,50011,30011,3001,4507,4903,7501,640
15,500865
12,6002,2302,3903,600
3792,160
25,5003,8002,8602,0501,620
24,2004,4303,000
6501,520
Antecedent base
discharge (cfs)
27145
21032547038011534412817320492
123275138
5614694
286164
739691
185736439
1082020
1106914
24482
12520
242116137100360128
515869
140197
663763
125428059
116374
7512
Direct runoff
(in)
0.56.80.32.11
1.54.43.21
1.151.69
.86b.36b.142.15
.221.23
.52
.16
.07b.87
.13
.47
.52
.24bl.60
.20
.96
.36
.07
.10
.03
.34
.11
.07
.301.301.611.01
.15
.87
.80
.262.18
.091.46
.34
.19
.32b.33
.281.89
.62
.28
.19
.251.74
.51
.61
.08
.13
Associated precipitation
(in)
0.801.33
.50
.30
.76
.312.051.941.521.27--
10.321.467.664.571.69
.24-
2.624.684.10--
4.5710.426.562.695.984.655.373.605.373.65
12.529.77
14.683.00
11.569.214.619.861.509.437.073.243.53-
3.899.515.763.775.193.476.404.174.661.483.04
Storm duration (days)
1411221233
bllb5
322111
b8232
bllb41
44223213324222543223411
b922222222532
Antecedent precipitation
(in)
5 -day
0.10.34
1.592.0700
.05
.101.18--
1.904.23
.770
.28
.26-.18
02.75--.20
00
.50004.673.6602.360
.740
.136.03
.781.104.74
.76002.83
.89-.22
1.2600
.760
.01
.57
.433.08
.01
30 -day
1.90.22
2.213.493.592.664.173.661.893.30--
8.227.21
12.011.303.671.75-
3.472.042.85--
2.614.02
.683.81
.3206.84
11.05.93
6.285.637.73
.632.207.058.309.449.316.24
.291.693.268.74-
6.172.806.09
.72
.962.096.073.349.083.833,32
Annual runoff (in)
7.407.895.095.60
23.9711.075.89
20.098.258.533.512.068.817.26
17.559.732.814.085.964.847.895.471.304.702.667.192.602.882.57
.987.334.421.134.878.92
15.0717.714.32
10.3512.247.41
16.555.58
10.565.073.043.652.703.337.85
14.915.385.053.54
11.293.83
12.171.742.02.
a Maximum obs b Seasonal sn
erved. owmelt rise.
62 CALIFORNIA
West Pork San Gabriel River at Camp Rincon, Calif. (11-0820) Lat 34°14'30".long 117°51'50"; drainage area, 102 sq ml; mean annual precipitation, 26 .68 In.
Wateryear
19281929193019311932193319341935193619371938
Data relative to annual peak discharges
Date
Feb. 4Mar. 10Mar. 15Apr. 26Feb. 9Jan. 19Jan. 1Apr. 8Feb. 12Feb. 14Mar. 2
Peakdischarge
(cfs)
1,625a422
7501,5303,7905,5005,3201,840
7522,000
34,000
Antecedentbase
discharge(cfs)
23252516
15164117022
207100
Directrunoff(in)
0.31.21.24.38
2.17.63
2.09.55.61.99
11.56
Associatedprecipitation
(in)
4.351.925.013.015.486.24
10.023.189.334.06
19.71
Stormduration(days)
21212121523
Antecedentprecipitation
(in
5 -day0002.802.054.590
.3203.900
30 -day0.30
.991.842.803.754.763.861.653.807.34
10.89
Annualrunoff(in)
2.792.763.402.68
10.184.414.59
10.314.24
17.7630.64
a Maximum dally discharge.Note. Flow regulated by Cogswell flood-control reservoir after 1938.
West Fork San Luis Rey River near Warner Springs. Calif. (11-0330) Lat 33°18'12", long 116°45'54", drainage area, 25.6 sq ml; mean annual precipitation, 17.48 In.
Water year
1914 1915 1958 1959 1960
Data relative to annual peak discharges
Date
Feb. 19 Feb. 11 Mar. 16 Feb. 16 Feb. 29
Peak discharge
(cfs)
580 a385
2,060 210 114
Antecedent base
discharge (cfs)
5.5 30 23 1.3 2.8
Direct runoff
(in)
1.72 1.36
.98
.17
.08
Associated precipitation
(in)
4.05 3.03
.99 2.17 1.15
Storm duration (days)
3 31 21
Antecedent precipitation
(in)
5-day0 0 1.64 1.31 0
30 -day4.70 7.25 4.22 1.91 7..1?.
Annual runoff
(in)
5.18 14.14 11.42
.46
.fifia Maximum dally discharge.
Woods Creek near Jacksonville, Calif. (11-2865) Lat 37°51 drainage area, 97.8 sq mi; mean annual precipitation, 32
30", long 120°23'45"; .84 in.
Water year
19261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 8Feb. 18Mar. 25Feb. 4Mar. 5Feb. '14Feb. 6Jan. 29Jan. 1Apr. 8Feb. 14Feb. 6Feb. 9Jan . 30Mar. 31Apr. 4Jan. 25Jan. 21Mar. 4Feb. 3Dec. 22Mar. 10Mar. 24Mar. 3Feb. 4Nov. 18Jan. 14Apr. 27Jan. 24Jan. 1Dec. 23May 19Feb. 25Jan . 10Feb. 8
Peak discharge
(cfs)
2,3404,6005,6001,2702,820
4989,580
6951,7005,1008,060
10,60013,500
5505,5003,8002,1208,2003,5706,9003,0002,0402,1503,3202,7803,8203,4502,3201,3702,670
14,4002,2106,1403,3204,320
Antecedent base
discharge (cfs)
139331205421
172289.5
20744
123142
2268903325
1321533344952463.6
87261615
20726893452
Direct runoff (in)
0.451.282.68
.39
.74
.103.12
.17
.471.134.234.775.56
.101.85
.571.102.19
.703.241.29
.41
.51
.791.062.122.57
.36
.35
.585.48
.391.15
.691.58
Associated precipitation
(in)
5.454.187.852.642.861.424.612.253.483.138.646.648.402.423.381.914.966.122.137.775.171,282.563.233.50
10.715.632.982.763.179.571.743.434.133.02
Storm duration (days)
44432143325231215323312235522122222
Antecedent precipitation
(in)
5-day0000
.43
.843.532.6502.7901.982.91
.543.271.92002.56001.40
.76
.53
.2801.740
.4702.52
.261.322.93
.43
30 -day0.315.481.953.114.272.957.195.696.475.495.766.729.652.644.694.656.063.527.31
.293.584.535.634.828.024.286.40
.732.256.157.632.06
10.584.344.52
Annual runoff (in)
4.5910.658.102.884.131.25
11.242.502.809.74
13.8813.9922.263.23
12.4412.729.01
13.375.33
11.217.604.604.464.676.12
12.6414.695.734.704.09
17.894.31
15.674.744.50
COLORADO 63
Clear Creek at Forks Creek, Colo. (6B-7190) Lat 39°45', long 105°24' drainage area, 545 sq mi; mean annual precipitation, 15.92 in.
Water year
1908 1909 1910 1911 1912
Data relative to annual peak discharges
Date
June 12 June 20 June 2 July 6 June 28
Peak discharge
(cfs)
647 1,320
748 1,170 1,590
Antecedent base
discharge (cfs)
332 420 271 432 722
Direct runoff
(in)
aO.49 a4.64 a. 89
.33 al.97
Associated precipitation
(in)
1.87
Storm duration (days)
a9 a44 a!4
3 a!5
Antecedent precipitation
(in)
5-day
0
30 -day
1.60
Annual runoff
(in)
5.17 11.15 6.55 7.14
11.44a Seasonal snowmelt rise.
Lightner Creek near Durango, Colo. (9-3620) Lat 37°16', long 107°53' drainage area. 66 sq mi; mean annual precipitation, 19.07 in.
Wateryear
1934193519361937193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
Sept. 23Aug. 16Apr. 12June 26Apr. 19Sept. 8Aug. 24May 4Oct. 25Apr. 5July 20Apr . 20July 20Aug. 20June 1June 18
Peakdischarge
(cfs)
155370250
1,830374590322
1,4501,850
219980285
1,450786263900
Antecedentbase
discharge(cfs)
1.04.0
35.06.9
133.01.34.8
190.040.0
107.03.4
21.02.51.2
49.074.0
Directrunoff(in)
0.02.01
a2.16.05
a. 22.07.06
a4.16.61
a. 71.06
a2.55.12.12.08.19
Associatedprecipitation
(in)
1.06.38-.40-
3.292.04-
2.04-
1.14-
1.813.481.641.97
Stormduration(days)
11
a363
al676
a!94
a82
a473721
Antecedentprecipitation
(in
5 -day0
.03-.13
0.03-
1.50
0-.20.10.35.10
30-day1.882.47-.51-
1.55.88-
6.30-.40-.39
2.011.16
.88
Annualrunoff
(in)
0.956.454.246.636.731.831.87
12.3210.613.995.673.941.212.235.096.06
a Seasonal snowmelt rise.
Middle St. Vrain Creek near Aliens Park, Colo. (6B-7230) Lat 40°10', long 105°27'; drainage area, 28 sq ml; mean annual precipitation, 24
Water year
1926 1927 1928 1929 1930
Data relative to annual peak discharges
Date
June 6 June 28 May 27 June 8 Aug. 14
Peak discharge
(cfs)
387 194 290 240 211
Antecedent base
discharge (cfs)
62 123 110
98 49
Direct runoff
(in)
all. 48 a3.14 a4.39 a3.88
.05
Associated precipitation
(in)
1.89
Storm duration (days)
a 45 a!6 a!8 al7
2
Antec precipi
(in
5-day
1.83
sdent tation
30 -day
5.56
Annual runoff
(in)
19.62 20.89 22.75 17.89
07 in.
a Seasonal snowmelt rise.
64 COLORADO
North Fork South Platte River at Pine. Colo. (6B-7065) Lat 39°24'20", long 105°18'55"; drainage area, 574 sq ml; mean annual precipitation, 27.02 in.
Water year
1943 1944 1945 1946
Data relative to annual peak discharges
Date
June 30 June 10 Aug. 14
June 7,19
Peak discharge
(cfs)
510 841
1,040 293
Antecedent base
discharge (cfs)
284 358 485 132
Direct runoff
(in)
0.02 .13 .10
a. 50
Associated precipitation
(in)
0.15 .21 .89
Storm duration (days)
1 1 4
a24
Antec precipi
(in
5-day
0 0
.72
edent tation
30 -day
0 1.52 9.49
Annual runoff
(in)
3.75 4.11 4.82 3.12
a Seasonal snowraelt rise.Note. Small diversions above station for irrigation.
North St. Vrain Creek near Aliens Park. Colo. (6B-7215) Lat 40°13',long 105°52'; drainage area, 55 sq mi; mean annual precipitation, 25.57 in.
Water year
1926 1927 1928 1929 1930
Data relative to annual peak discharges
Date
June 8 June 28 May 30 June 9 AUH. 14
Peak discharge
(cfs)
488 407 499
bl.OOO C333
Antecedent base
discharge (cfs)
208 246
54 91
114
Direct runoff
(in)
a7.87 1.36
37.40 a4.05
.75
Associated precipitation
(in)
0.85
2.11
Storm duration (days)
a22 3
a30 al7
2
Antec precipi
(in
5 -day
0.02
1.47
edent tation
30-day
1.85
5.95
Annual runoff (in)
24.54
26.47 22.41
a Seasonal snowmelt rise.b Caused by failure of Copeland Lake dam.c Maximum observed.Note. No diversions above station.
Plum Creek near Sedalia, Colo. (6B-7090) Lat 39°26', long 104°59'; drainage area, 275 sq mi; mean annual precipitation, 17.95 in.
Water year
1942 1943 1944 1945 1946 1947
Data relative to annual peak discharges
Date
Aug. 2 Oct. 17 May 15 Aug. 8 Aug. 24 July 22
Peak discharge
(cfs)
a273 150 620
7,700 431 664
Antecedent base
discharge (cfs)
7.4 4.5
91 114
0 84
Direct runoff
(in)
0.02 .06
bl.69 .24 .01 .02
Associated precipitation
(in)
1.28 2.33
1.67 2.15
.58
Storm duration (days)
3 4
b44 2 2 2
Antecedent precipitation
(in)
5 -day0.06 0
.50 0
.45
30-day1.05
.37
3.81 1.17 3.39
Annual runoff (in)
0.95 2.39 1.27
.53 2.90
a Maximum during period June to September.b Seasonal snowmelt rise.Note. Diversions above station for irrigation.
COLORADO 65
Williams River near Parshall, Colo. (9-0375) Lat 40°00', long 106°11' drainage area, 186 sq mi; mean annual precipitation, 17.88 in.
Water year
1909191019111912191319141915191619171918191919201921192219231924193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
(a)June 4
June 8-10June 8June 2June 2June 25June 19June 18June 14May 29June 9June 9June 14June 13June 13May 30June 16May 31June 26June 22June 1June 3June 25June 19June 23June 22June 26June 18June 21May 23June 18June 18June 21
(c)June 14May 21June 9June 3June 29June 6June 17June 18
Peak discharge
(cfs)
bl,410b845b665
bl,270b850
bl,6101,2301,030
bl,6902,620
8301,3201,510
820980964630
1,4601", 100
8181,230
795585740892815922754
1,0201,090
8801,180
9601,3101,6101,340
188362865
1,3501,310
850918
Antecedent base
discharge (cfs)
2532342304652673692564403755401983584864722483762362912433734002691972401611153903181373461442341S9326370353
34110180525206276
39
Direct runoff
(in)
8.743.433.667.524.57
11.077.043.778.968.012.449.458.952.577.174.911.935.236.80
.097.544.521.131.886.104.833.362.292.806.355.005.603.324.266.472.79
.381.023.274.805.442.915.10
Associated precipitation
(in)
__-__---__-_-___---
0.96_--_-_-__---_----__-_--
Storm duration (days)
56363741446354284434255849205938253954
24543162356512724314754473629361921243627382771
Antecedent precipitation
(in)
5-day_---------------- -0------------_----------
30-day_------------------
0.95-----------------------
Annual runoff
(in)
14.589.70
10.1416.4110.9416.8312.3011.7915.7316.559.69
14.9216.039.98
12.3011.696.189.78
12.547.77
13.519.127.048.479.999.398.239.839.57
13.129.21
11.117.40
10.9313.148.313.064.716.91
12.799.406.868.50
a June 19, 20.b Maximum daily discharge.c June 15, 16.Note. All peaks listed, except 1937, are annual
Diversions for irrigation above station of about 2 Transmountain diversions through Jones Pass tunnel
snowmelt peaks.000 acres.since May 10, 1940.
66 CONNECTICUT
Five Mile River at Kllllngly, Conn. (1A-1260) Lat 41°50'14", long 71°53'09" drainage area, 58.2 sq mi; mean annual precipitation, 44.19 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 24Apr. 20Apr. 13Feb. 8Mar. 10Dec. 2Apr. 25Mar. 7Jan. 8Apr. 7Mar. 22Mar. 24Mar. 24Apr. 4June 2Mar. 16Sept. 12Aug. 20Oct. 17Jan. 24Jan. 27Apr. 3Apr. 1
Peak discharge
(cfs)
2,480552552534570706530451378362832308378521512582845
1,1901,020
460765795615
Antecedent base
discharge (cfs)
81184328102
91160109205154101120
97136158118138
5344
12559
151162100
Direct runoff (in)
4.87.87.89.39.38.49.61
a. 92.40.61
a3.28.26.35
1.00.54
1.221.782.742.55a. 491.251.27
.92
Associated precipitation
(in)
8.192.203.101.571.742.402.44
.66
.482.811.51
.581.423.783.323.755.898.874.37
.871.332.331.80
Storm duration (days)
52511116356134242331342
Antecedent precipitation
(in)
5 -day0.96
.37
.67
.051.04
.60
.09
.710
.08
.37
.64
.34
.241.99
.01
.332.04
.0901.33
.640
30 -day7.563.823.101.533.164.312.933.504.511.592.833.232.153.993.203.596.435.975.761.42
WM2.87
Annual runoff (in)
37.3928.4123.7916.8016.9025.5714.1925.6924.3719.7627.0817.5318.6224.8431.7627.0425.2431.0636.4416.8327.1323.3027.19
a Runoff probably increased by ice and/or snowmelt. b Record incomplete ; not computed. Note. Flow regulated by dams and reservoirs above station.
Hockanum River near East Hartford, Conn_. (1A-1925) Lat 41°46'59", long 72°55'16"; drainage area, 74.5 sq mi: mean annual precipitation, 44.29 in.
Wateryear
1920192119291930193119321933193419351936193719381939194019411942194319441945194619471948 .194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 13Dec. 15aFeb. 7Jan. 15June 10Mar. 28Mar. '22Mar. 5Jan. 10Mar. 12Dec. 20Sept. 21Feb. 15Jan. 15Feb. 8Mar. 9Dec. 31Sept. 15Feb. 27Dec. 26Mar. '5Mar. 17Dec . 31Aug. 20Feb. 8Mar. 12Jan. 24Sept. !!Aug. 19Oct. 16Apr. 9Feb. 28Mar. 6Sept. 12
Peakdischarge
(cfs)
1,860623
1,190390405435512
1,920810
1,810710
5,1601,3401,4101,690
6351,1001,020
960465368880450700
1,000940
1,1501,1502,7401,520
455562
1,2701,240
Antecedentbase
discharge(cfs)
158158
892349278577
16549
12250
1552478675632
1393528753533
11980
15344
1066289829249
a Peak also occurred on Dec. 5,
Directrunoff(in)
0.99.49.42.38.35.27.58
bl.20.41
1.35.29
5.87.48.61.89.32
1.02.60.52.30.17.85.29.32.63.71.64.48
2.111.58
.51
.22
.71
.52L920.
Associatedprecipitation
(in)
1.032.272.331.063.142.782.431.042.101.801.86
13.19.76
3.412.261.623.927.68
.971.491.29
.973.014.382.201.591.864.279.026.062.91
.702.024.65
Stormduration(days)
1113312311141211323212312222234132
Antecedentprecipitation
(in)
5-day0
.12
.01
.10
.06
.60
.62
.550
.27
.631.69
.72
.21
.031.99
.1701.17
.050
.32
.03
.21
.92
.86
.72
.684.86
.481.03
.02
.150
30 -day3.597.811.973.475.191.584.323.762.713.265.472.533.541.751.393.563.011.403.714.322.442.902.041.343.913.064.785.568.744.992.811.682.891.01
Annualrunoff
(Adjusted)27.4325.8719.6112.1113.2012.4221.7119.4620.6020.4123.5332.7426.4126.2817.6715.3524.3214.2823.5620.3114.2623.9316.2314.8023.9226.3528.3618.9527.5430.6815.1122.8022.1526.70
b Runoff probably increased by snowmelt.Note. --Flow regulated by Shenipsit Lake, other smaller reservoirs, and Indus
trial plants above station. Annual runoff adjusted for change In contents inShenipsit Lake.
CONNECTICUT 67
Natchaug River at Willimantic, Conn. (1A-1220) Lat 41°43'14", long72"11'52"; drainage area, 169 sq mi; mean annual precipitation, 44.54 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Mar. 30Mar. 29Nov. 11Mar. 6Jan. 10Mar. 18Dec. 20Sept.21Feb. 16Jan. 15Feb. 8Mar. 10Dec. 31Apr. 25Jan. 2June 3Apr. 6Mar. 21Jan. 7Mar. , 9Feb. 8
Peak discharge
(cfs)
2,5202,6803,2704,1504,670
14,2004,050
32,0002,5304,9004,7904,4703,8803,1502,9301,6101,7104,1001,7201,7803,090
Antecedent base
discharge (cfs)
310250350120200974518
76323125143489230379298375226340317177400
Direct runoff
(in)
0.78.83.92
al.591.482.72
.988.18
.571.131.241.021.43
.92
.77
.43
.8833.82
.53
.441.14
Associated precipitation
(in)
1.712.571.851.182.544.572.42
14.10.98
3.512.641.793.272.411.221.732.601.751.65
.461.82
Storm duration (days)
111312I31121312147122
Antec precip:
(in
5 -day0.67
.561.78
.5502.72.65
2.03.66.06.04
1.73.21.09.70
1.20.05.82
1.220
.39
edent tation
30 -day3.861.596.803.461.975.496.283.483.362.491.803.533.313.692.625.671.013.093.263.543.97
Annual runoff
(in)
17.6413.7629.2323.9923.9525.0527.6844.1427.2028.1418.4718.0825.1715.7525.7522.7416.2126.1916.3517.1025.39
a Runoff probably increased by snowmelt.Note. City of Willimantic diverts an average of about 1 million gallons of
water a day for municipal supply from reservoir 2 miles above station. Opera tion of water wheels at this location causes diurnal fluctuation at low flow. Flow regulated since March 1952 by Mansfield Hollow Reservoir.
770-960 O-65-6
68 CONNECTICUT
Naugatuck River at Beaoon Falls, Conn. Previously published as Naugatuck River near Naugatuck, Conn. (1A-2085) Lat 41°26'32", long 73°03'47"; drainage area, 246 sq mi, and 261 sq mi (revised) 1956-60; mean annual precipitation., 48.53 in.
Water year
1920192119221923192419291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 13Oct. 1Mar. 8Jan. 1Apr. 7Feb. 7Mar. 8Mar. 29Apr. 1Nov. 19Sept. 17Jan. 10Mar. 12Dec. 20Sept. 21Aug. 21Apr. 9Feb. 8Mar. 9Dec. 30Sept. 15Apr. 26Dec. 26Mar. 14Mar. 22Dec. 31Mar. 9Mar. 31June 1Jan. 24Sept. 11Aug. 19Oct. 16Jan. 23Apr. 6Mar. 6Sept. 12
Peak discharge
(cfs)
8,4706,290
14,2006,490
21,9005,7302,4803,4203,9708,500
10,5007,820
23,3006,490
25,3008,8009,590
11,90010,1007,6405,840
11,5004,8807,1406,700
28,5006,100
11,3007,880
15,6001 5,710106,000
30,400b4,500
6,79010,2007,870
Antecedent base
discharge (cfs)
796134185122525160298722306714230285373375178
89510212654280
66337345556385110251703717624180155330168
1,050242138
Direct runoff (in)
al.331.281.49
.692.71
.69
.381.081.311.061.081.093.71
.694.37
.62a4.991.331.081.30
.611.17
.61al.22E4.124.81
.741.421.441.83
.7811.416.90
.57
.841.16
.94
Associated precipitation
(in)
0.194.251.631.762.912.001.401.452.852.273.101.104.241.839.303.313.343.001.823.925.832.981.67
.991.568.581.042.733.292.203.75
13.5010.26
.781.761.955.50
Storm duration (days)
1331211441312133
1121322117222222431132
Antecedent precipitation
(in)
5 -day
001.021.321.040
.01
.02
.60
.0500
.14
.111.63
.86
.190
.59
.280
.10
.400
.35
.020
.271.92
.42
.657.24
.140000
30-day
5.033.77,2.763.292.681.781.853.122.029.467.573.412.534.712.743.364.052.834.182.641.832.303.683.332.652.553.293.385.184.413.919.654.831.773.402.881.69
Annual runoff
, ( in)^Adjusted)
32.8628.4120.2021.7626.1721.7515.4216.8713.6227.4124.9226.1022.6628.6937.8129.4527.7717.5220.9728.2518.5233.2726.9822.0827.0127.7720.6931.4739.6435.5423.1441.6739.9815.0727.9923.1332.35
a Runoff probably increased by snowmelt.b About.Note. Flow regulated by plants above station during low stages and by Pitch,
Morris, and Wigwam Reservoirs. Flow increased by diversion from Shepaug Reser voir into Naugatuck River basin. Runoff in inches adjusted for diversion from Shepaug Reservoir and change in contents in Wigwam, Morris, and Pitch Reservoirs.
CONNECTICUT 69
Naugatuck River near Thomaston. Conn.(lA-2060) Lat 41°42'15", long 73°03'53" drainage area, 71.9 sq ml; mean annual precipitation, 47.88 in.
Water year
19311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Mar. 29Apr. 1Nov. 19Sept. 17Jan. 10Mar. 12May 15Sept. 21Aug. 21Apr. 9Feb. 8Mar. 9May 26Mar. 7Apr. 26July 23Mar. 14Mar. 22Dec. 31Mar. 9Mar. 31June 1Jan. 24Apr. 18Aug. 19Oct. 15Jan. 23Apr. 6Mar. 6
Peak discharge
(cfs)
1,9102,6203,8005,0004,4506,5903,0509,9703,1004,0102,1603,9002,6102,0204,4501,7702,3802,700
10,2001,4705,0003,2005,6701,980
41,6008,1001,6002,9103,870
Antecedent base
discharge (cfs)
9585
19335
10280793427
11352
188214
358525
107782069
188159155
98110102
49295
60
Direct runoff (in)
a2.551.741.541.131.78
a3.901.355.37
.44a5.70
.851.32
.98
.531.33
.671.36
a4.335.83
.642.021.801.96
.9410.327.92a. 601.681.22
Associated precipitation
(in)
1.313.222.762.773.213.103.20
10.171.662.962.321.581.351.162.855.321.471.789.751.203.073.532.302.33
12.5910.24
.831.731.90
Storm duration (days)
552222232
112121232721221223113
Antec precipi
(in
5-day0
.45
.032.42
.01
.1801.90
.32
.29
.062.00
.87
.12
.1000'.38
.04
.01
.221.15
.39
.387.82
.120
.010
edent tat ion
30 -day3.901.777.876.663.333.003.172.932.834.192.223.965.322.562.66
.452.842.342.413.563.494.674.412.68
10.174.811.813.442.74
Annual runoff
(in)
19.3014.3527.8725.1129.5225.5031.5540.4629.2226.0616.4621.5130.6117.8636.3426.8520.0423.5526.7420.1931.1237.1537.7322.0840.7241.6915.8427.8624.15
a Runoff probably increased by ice and/or snowmelt, Note. Slight diurnal fluctuation.
North Branch Park River at Hartford, Conn. (1A-1910) Lat 41°47'03", long73°42 I 31"; drainage area, 25.3 sq mi; mean annual precipitation, 44.97 in.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 20Jan. 25Dec. 6May 31Feb. 8Mar. 9Dec. 30Apr. 25Apr. 26Dec. 7Apr. 5Nov. 12Dec. 31Mar. 9Mar. 31Mar. 11Jan. 24Sept. 11Aug. 19Oct. 16Apr. 6Apr. 6Mar. 6Sept. 12
Peakdischarge
(cfs)
9003,0001,1001,460
950850
1,380560
1,500755545
1,1601,010
9001,7501,2601,640
87210,0003,680
660815
1,3201,880
Antecedentbase
discharge(cfs)
291426257.1
432422703013255.38.3
3620494.98.3
182824391.0
Directrunoff
(in)
0.783.012.171.931.32
.922.57
.742.021.21
.961.212.36,
al.121.882.30,2.161.09
b!4 . 34b7.401.00
.911.302.01
Associatedprecipitation
(in)
1.432.182.154.921.901.564.322.273.212.622.282.624.56
.573.502.471.813.62
11.137.002.101.871.615.63
Stormduration(days)
122411322241212821232222
Antecedentprecipitation
(in)
5-day0.60
.170
.71
.01
.88
.06
.11
.710
.062.2400
.10
.12
.65.59
3.560
.90
.37
.570
30-day5.103.713.442.141.113.622.993.472.235.422.064.842.253.453.023.125.303.507.184.602.572.913.501.06
Annualrunoff(in)
23.5532.6122.7421.7811.4915.3123.4810.7220.0218.7911.4919.5715.8911.4621.4328.8028.5414.9533.7632.8012.0220.0818.2528.23
a Runoff probably increased by snowmelt. b Runoff probably increased by unobserved precipitation.Note.--Some regulations by mills upstream and by storage and diversion at
Hartford water-supply reservoirs above station.
70 CONNECTICUT
Park River at Hartford, Conn. (lA-1915) Lat 41°45'36", long 72°41'42"; drainage area, 74.0 sq ml; mean annual precipitation, 44.57 In.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 20Jan. 25Dec. 6Jan. 15Feb. 8Mar. 9Dec. 31Apr. 25Apr. 26May 28Apr. 6Nov. 12Dec. 31Mar. 9Mar. 31Mar. 11Jan. 25Sept. 11Aug. 19Oct. 16Apr. 6Apr. 7Mar. 6Sept. 13
Peak discharge
(cfs)
1,6205,6501,8303,4902,9601,6802,6301,2201,9101,4201,0601,8702,1001,4002,8802,1602,9901,980
16,2006,4201,1701,4602,5303,630
Antecedent base
discharge (cfs)
10466723745
1638190565060
1073982
120236170
36508755987028
Direct rurioff
(in)
0.72a2.361.521.491.44
.791.93
.71
.87
.90
.91
.841.82
.561.381.111.541.06
b9.114.78
.97
.731.421.69
Associated precipitation
(in)
1.532.072.053.271.521.494.232.253.033.093.022.434.31
.602.681.401.804.088.507.013.012.031.944.93
Storm duration (days)
112211322241212212224222
Antecedent precipitation
(in)
5 -day0.11
.390
.17
.10
.84
.06
.11
.08
.24
.062.1000
.09
.93
.66
.793.2000
.3900
30-day4.824.293.441.561.453.333.013.362.074.481.894.672.023.242.832.985.144.286.504.551.612.662.741.56
Annual runoff
(in)
23.5932.0322.4822.9215.08.16.9225.5713.5323.2720.2514.8322.8919.4915.1423.3730.9930.2818.9631.6530.1214.3323.9021.6629.22
a Runoff probably Increased by snowmelt. b Runoff probably Increased by unobserved precipitation. Note.--Some regulation by mills above station and by storage and
Hartford water-supply reservoirs on small headwater streams.diversion at
auabuck River at Forestvllle, Conn. (1A-1890) Lat 41°40'23", long 72 54'04"; drainage area, 45.2 sq mi; mean annual precipitation, 48.55 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 3Dec. 30Sept. 14Apr. 26May 27July 28Nov. 12Dec. 31July 10Feb. 7June 1Jan. 24Aug. 3Aug. 19Oct. 16Apr. 6July 11Mar. 6Sept. 12
Peakdischarge
(cfs)
1,3401,1901,2801,980
730805
1,0903,2601,0601,9701,1702,3401,210
11,7004,170
6141,3802,1102,260
Antecedentbase
discharge(cfs)
3250105252366321258998
10421525049535018
Directrunoff(in)
0.61.91.51
1.15.75.09.71
2.92.22.82
1.281.61
.236.905.81
.63
.431.41
.89
Associatedprecipitation
(in)
1.974.376.363.443.30
.582.847.321.881.623.802.332.08
13.2111.312.371.642.265.36
Stormduration(days)
2521221211211222132
Antecedentprecipitation
(in)
5-day0
.170
.11
.32
.692.90
.01
.41
.901.68
.801.175.7401.04
.3300
30 -day4.262.792.562.144.544.945.531.983.514.544.914.932.698.935.012.605.143.152.36
Annualrunoff
- Cin).Aajustecl)18.5026.7216.6630.7625.9719.0726.8924.8217.6528.6634.6436.3220.3936.0940.8214.9927.4525.0333.70
Note. Flow regulated by Whigville Reservoirs and mills above station. Annual runoff in inches adjusted for change in contents in Whigville Reservoir, diver sion for municipal supply of city of New Britain from Whigville Reservoir, and at Whites Bridge pumping plant.
CONNECTICUT 71
Pomperaug River at Southbury, Conn. (lA-2040) Lat 41°28'50", long 73°13'30' drainage area, 75.5 sq mi; mean annual precipitation, 46.59 in.
Water year
1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 19Sept. 17Mar. 6Mar. 12Dec. 20Sept. 21Feb. 15Jan. 15Feb. 8Mar. 3Dec. 30Mar. 7Jan. 1Sept. 30Mar. 14Mar. 20Dec. 31Mar. 9Feb. 7Mar. 11Jan. 24Sept. 11Aug. 19Oct. 16Jan. 23Feb. 28Mar. 6Jan. 3
Peak discharge
(cfs)
2,9805,3001,5705,9902,2007,4202,0003,6605,9602,2302,3402,3403,3401,5202,0601,9605,6002,9203,1602,5003,4001,790
29,4008,8601,1001,8402,4002,010
Antecedent base
discharge (cfs)
20350
130100116
62154
3546619021
11027
149119
2069
14897
19634
12680528262
141
Direct runoff (in)
l.OC1.47a. 663.52
.612.92
.45
.911.50
.631.44
.53
.91
.53al.13a3.963.41
.76
.821.071.31
.636.116.25a. 33
.67
.87
.61
Associated precipitation
(in)
1.972.99
.204.061.779.50
.592.692.891.833.401.071.342.601.131.597.361.091.501.651.943.469.968.69
.631.121.821.22
Storm duration (days)
1322131221311117311222221131
Antecedent precipitation
(in)
5-day
0.430
.45
.14
.501.70
.62
.090
.06
.36
.06
.801.120
.34
.010
.19
.09
.24
.496.90
.26
.05
.0101.23
30 -day
6.947.392.732.614.592.793.341.482.712.613.222.303.621.932.942.171.802.754.132.223.833.419.764.831.401.532.954.00
Annual runoff (in)
23.2121.9721.4718.1225.5134.7725.8723.4012.7118.6425.6214.5627.9223.4016.8624.1921.6415.9924.4234.4229.8019.3332.7135.0313.0523.4220.1127.04
Note.--Some regulation at low flow by mill above station.
72 CONNECTICUT
Quinebaug River at Putnam, Conn. (lA-1255) Lat 41°54'34", long 71°54'48"; drainage area. 551 sq ml; mean annual precipitation, 44.85 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 26June 1 1Apr. 2Sept. 18Mar. 6Jan. 10Mar. 19Dec. 20Sept. 21Feb. 16Apr. 1Feb. 8Mar. 9Dec. 31Apr. 25Jan. 2Mar. 9Mar. 15Mar. 22Jan. 6Mar. 9Feb. 8Dec. 21Mar. 16Sept. 12Aug. 19Oct. 17Jan. 23Apr. 8Apr. 3Mar. 31
Peak discharge
(cfs)
1,3303,9302,6404,130e,8305,600
17,2004,350
20,9003,1905,7102,7904,4303,6002,9502,7902,4902,2005,2901,8201,8505,1804,0405,1808,990
48,0005,1503,0403,9405,5103,940
Antecedent base
discharge (cfs)
305142490196260360493926242606776331243357805467528940680698414913361576280165600240
1,580708428
Direct runoff (in)
0.291.091.341.03
al.351.398.05
.586.41
.40a2.06
.481.86
.82
.63
.56al.68
.46a3.91
.26
.30
.941.211.951.908.122.31
.52
.901.551.76
Associated precipitation
(in)
1.124.633.086.581.202.588.192.01
14.11.71.89
2.483.493.102.231.291.49
.721.081.70
.631.841.934.334.87
11.575.28
.842.242.611.85
Storm duration (days)
2373328141218322913112442231222
Antecedent precipitation
(in)
5 -day00
.61
.30
.690
.34
.45
.19
.59
.03
.050
.21
.10
.80
.310
.82
.890
.50
.2101.174.04
.26
.10
.45
.74
.08
30 -day2.374.402.016.463.573.294.225.691.173.323.942.213.613.293.253.352.812.903.723.213.764.893.013.615.706.615.101.994.295.852.18
Annual runoff (in)
11.0116.3913.8827.9023.4026.8427.8825.9540.5126.0227.4615.4316.3823.4814.7323.0822.2618.9426.5215.7815.9425.8631.1729.0626.4735.7732.5314.5824.5623.5428.04
Runoff probably Increased by snowmelt. Note.--City of Putnam diverts an average of less than 1 million gallons per
day from Little River for municipal supply. Large diurnal fluctuation, partic ularly during low flow, is caused by many dams and reservoirs above station, largest of which is Lake Chaubunagungamaug with an estimated usable capacity of 207,000,000 cu ft.
CONNECTICUT 73
Qulnebaug River at Qulnebaug, Conn. (lA-1240) Lat 42°01 drainage area, 157 sq mi; mean annual precipitation, 45
20", long 71°57'22" 93 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 1Sept. 17Mar. 5Jan. 10Mar. 18Dec. 20Sept. 21Feb. 15Mar. 31Feb. 8Mar. 9Dec. 31Apr. 25Jan. 1Sept. 30Mar. 15Mar. 22Jan. 6Mar. 29Feb. 7June 2Mar. 16Sept. 11Aug. 19Oct. 17Jan. 23Apr. 7Apr. 3Mar. 31
Peak discharge
(cfs)
1,2601,8002,3102,140
10,5002,280
14,1001,7002,5501,2102,1101,3401,4601,5601,4901,1802,3701,0201,0202,9401,9902,2405,990
49,3002,8301,4101,9702,9402,170
Antecedent base
discharge (cfs)
23670
150226208362198264289190385150425219
58394316368709438232278160299248115741343138
Direct runoff
(in)
1.02.91
1.151.069.04
.577.30
.71al.47
.31
.69
.57
.71
.42
.44
.54a3.42
.22
.22
.821.031.821.64
12.422.41a. 57
.941.462.25
Associated precipitation
(in)
3.195.511.332.849.291.99
13.50.72.80
2.401.701.462.181.313.13
.751.911.79
.521.923.494.244.51
13.175.45
.882.062.691.92
Storm duration (days)
72428141212422228121232331112
Antecedent precipitation
(in)
5 -day0.561.01
.750
.36
.471.21
.55
.04
.061.25
.28
.12
.861.060
.851.131.23
.58
.7201.244.00
.320
.12
.86
.10
30-day^1.807.333.713.263.975.752.343.283.982.363.663.423.333.141.612.783.803.322.64V4.713.393.35(b)5.835.131.454.256.041.96
Annual runoff
(in)
13.4026.8822.4125.7825.6525.2940.1523.8726.1715.1116.5623.5015.7824.1122.8719.4226.8015.2015.4926.1731.1129.5526.6940.3130.9014.9323.8222.4728.58
b Record incomplete; not computed.Note. Flow regulated by mills above station.
74 CONNECTICUT
Qulnnipiac River at Walllngford. Conn. (1A-1965) Lat 41°26'58", long"drainage area, 109 sq mi; mean annual precipitation, 46.56 in.72 50'Z9
Water year
19T3119321933193419351936193719381939194019411942194=319441945194619471948194919501951195219531954195519561957195819591960
Date
Mar. 9Mar. 29Nov. 11Mar. 5Jan. 10Mar. 12Dec. 21Sept. 21Feb. 26May 31Feb. 8Mar. 9Dec. 30Sept. 15Jan. 2t
May 28Mar. 14Mar. 17Jan. 1Mar. 24Mar. 31Mar. 12Mar. 14Sept. 11Aug. 20Oct. 17Apr. 7Jan. 26Mar. 7Sept. 12
Peak discharge
(cfs)
8521,3301,2601,8101,1203,2401,1605,2301,6902,6802,3201,3702,1702,5801,1801,180
7701,6902,900
6551,8802,2702,1001,8103,7903,000
8901,1502,0702,130
Antecedent base
discharge (cfs)
141123
99100164249284174307208103308167
35189157271237
96191285328232123163117155330144
49
Direct runoff
(in)
0.41.78
1.00al.53
.752.39
.504.571.191.601.4=0
.711.691.06
.59
.85
.2331.4=41.96
.511.131.622.56
.782.382.88
.59
.911.25
.98
Associated precipitation
(in)
2.002.784.811.071.333.511.76
10.4=42.013.382.781.813.817.311.183.01
.97
.776.741.663.442.586.313.638.709.252.471.893.327.13
Storm duration (days)
112312131221332211231242222322
Antecedent precipitation
(in)
5-day0.69
.681.10
.730
.18
.611.35
.20
.54
.09
.56
.3001.05
.260
.290
.14
.28
.9201.114.99
.391.122.08
.03
.06
30 -day2.792.185.513.483.372.705.322.293.983.102.584=. 112.651.283.494.592.752.492.591.763.983.743.962.937.445.813.108.303.4=3
.99
Annual runoff (in)
17.5914.3825.4025.1626.2124.6429.9838.6833.3929.8616.7019.6727.2418.1629.1226.6619.9528.5126.3716.7925.4438.6735.1921.4=630.6935.2515.7328.0223.7330.88
a Runoff probably increased by snowtnelt.b Peak also occurred on Feb. 27, 1945.Note. Flow regulated by mills above station.
CONNECTICUT 75
Salmon River near East Hampton, Conn. 7Z"Z_g_!57"; drainage area, lUb sq ml; mean
(1A-1935) Lat 41°33'11"; long an annual precipitation, 45.6;8 in.
Wateryear
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 5Mar. 26Mar. 29Mar. 28Nov. 10Mar. 5Jan. 10Mar. 12Dec. 20Sept. 21Feb. 15Jan. 15Feb. 8Mar. 9Dec. 30Sept. 15Jan. 1Dec. 26Apr. 6Mar. 16Dec. 31Mar. 23Feb. 7Mar. 11Jan. 24Sept. 11Aug. 19Oct. 16Apr. 6Jan. 22Mar. 6Jan. 3
Peakdischarge
(cfs)
2,810940
1,7702,3301,8402,5603,0306,2502,640
12,4001,9003,4704,1202,4403,4702,8602,3201,3801,2402,4801,5901,0503,0804,3902,8606,0304,8709,1301,5401,8103,3602,520
Antecedentbase
discharge(cfs)
36911332014817450
180260266142220
63100328150
4200
81.12027040
170238266329
4895
128145248210228
Directrunoff
(in)
1.86.41.56.76
1.58al.521.30
a2.91.75
7.25a. 681.141.28
.861.82
.98
.80
.58
.98al.711.05
.56
.971.551.021.721.994.64
.60
.89
.91
.81a Runoff probably increased by snowmeU
Associatedprecipitation
(in)
2.641.991.492.983.661.062.192.671.74
11.43.60
3.252.351.773.277.271.281.802.95
.693.131.851.961.831.224.785.938.042.091.581.791.94
Stormduration(days)
421144121421212 311413312,12222121
Antecedentprecipitation
(in)
5 -day0.880
.82
.86
.90
.910
.11
.621.07
.80
.05
.02
.57
.180
.83
.09
.02
.27
.02
.24
.48
.23
.66
.535.65
.341.21
.11
.761.02
30 -day4.112.593.492.097.524.364.032.215.531.863.642.081.463.643.131.122.684.261.722.852.121.765.473.085.486.038.875.553.256.303.794.91
Annualrunoff
(in)
23.9112.3517.5613.9426.2423.2524.3723.6026.8640.7829.1527.0118.6116.9124.7516.3726.0821.5615.2826.8518.1514.8524.5229.3328.8222.0628.8335.7515.1828.0424.1227.54
;.Note. --Occasional regulation at low flows by mills above station.
76 CONNECTICUT
Saugatuck River near Westport, Conn. (lA-2095) Lat 41 "10'15", long 75"22'00"; drainage area, 77.5 sq "mT; mean annual precipitation, 44.06 in.
Water year
19331934193519361937193819391940194119421943194419451946194719481949195C1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21Sept. 17Dec. 20Mar. 12Apr. 6Sept. 21Jan. 6Mar. 15Feb. 8Aug. 17Dec . 30Mar. 7Apr. 26May 28Mar. 14Apr. 1Dec. 31June 2Mar. 31Mar. 11Mar. 13Mar. 20Aug. 19Oct. 16Apr. 6Feb. 28Mar. 6Feb. 19
Peak discharge
(cfs)
1,2303,100
7885,3101,4204,4201,3303,4003,8301,1501,7901,8601,1201,9301,2402,0001,360
4413,2202,7404,710
7202,530
14,8001,0702,0001,600
970
Antecedent base
discharge (cfs)
2324487
150125
511231555948905168
146190311
18127216128128119
3146786880
226
Direct runoff
(in)
0.981.47
.42a3.83
.713.85
.72ai.721.651.051.76
.88
.851.551.001.141.30
.482.101.652.55
.382.069.541.071.53
.95
.53
Associated precipitation
(in)
2.544.841.562.521.63
10.852.101.092.755.073.201.822.923.791.092.085.491.543.632.294.451.446.40
11.342.842.591.831.55
Storm duration (days)
3313131115312111242111222111
Antecedent precipitation
(in)
5-day
0.973.60
.08
.23
.101.290003.32
.170
.11
.420
.640
.97
.14
.12
.0107.3001.000
.38
.32
30 -day
4.626.532.292.973.852.261.514.582.747.092.302.111.835.593.213.972.363.723.842.553.693.649.295.322.451.622.953.49
Annual runoff
. (in), Ad.tuste
22.0927.8621.4622.9327.4337.1128.0528.4416.5623.2329.1618.5726.1424.5018.9628.3521.9212.8925.7036.4730.2915.6728.0138.2915.4729.9119.5524.61
a Runoff probably increased by snowmelt.Note.--Flow regulated by storage and diversion at Saugatuck Reservoir (total
capacity, 11,900,000,000 gal) and Aspetuck Reservoir. At Aspetuck Reservoir, Bridgeport Hydraulic Co. diverts an indeterminable amount of water for domestic supply from about 17 sq mi of Saugatuck River basin through Hemlocks Reservoir in Mill River basin. Occasional regulation at dam of Dorr Co. Annual runoff in inches are adjusted for changes in contents and diversions from Saugatuck Reservoir.
CONNECTICUT 77
Scantlc River at Broad Brook, Conn. (lA-1845) Lat 41°54'42", long 72°33'48"; drainage area, 98.4 sq ml; mean annual precipitation, 45.57 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 6Feb. 13June 11Mar. 28Mar. 23Mar. 6Jan. 11Mar. 13Dec. 12Sept. 21Feb. 15Mar. 31Feb. 8Mar. 23
(b)June 25Feb. 28Feb. 14Mar. 16Mar. 17Jan. 7Mar. 9Apr. 1Mar. 12Jan. 25Apr. 19Aug. 19Nov. 6Apr. 7Jan. 28Apr. 4Apr. 1
Peak discharge
(cfs)
1,260378614664877
1,6701,2901,820
7337,3601,1101,2901,110
6111,370
920945550475
1,580500610
1,040995
1,550673
13,3001,320
642613
1,1301,540
Antecedent base
discharge (cfs)
169444889
2206786
158150
86163211
71259125
6891
150167137143102209216172113114370130264193172
Direct runofl
(in)
1.06.12.54.24.82
al.341.081.62
.575.10
.34al.oi
.52
.331.08
.371.03a. 34
.33a. 89
.34
.29
.69
.63
.93
.505.56
.80
.43a. 48a. 901.07
Associated precipitation
(in)
1.43.61
3.592.641.641.112.132.442.09
10.77.61.91
1.401.414.072.501.97
.17
.68
.451.88
.302.251.381.612.75
13.012.332.41
.931.401.76
Storm duration (days)
12312612221111416111112222122322
Antecedent precipitation
(in)
5-day
0.74.01.01.60.86.43
0.16.82
1.19.68.04.02
1.13.16
1.23.31
00
.401.590
.39
.86
.42
.254.662.27
.671.31
.89
.12
30-day
5.272.086.591.164.223.342.983.131.982.033.034.241.714.102.442.152.422.422.042.693.533.933.232.104.122.815.73(c)2i275.604.181.25
Annual runoff (in)
19.6510.6211.5511.2220.1618.4121.8320.3521.0230.6126.0723.3613.5014.4723.8012.5722.2619.3513.8221.9115.1615.4321.8326.4326.5417.6628.5727.1612.7018.9321.7331.06
a Runoff probably increased by ice and/or snowmelt.b Dec. 30 or 31, 1942.c Record incomplete; not computed.Note. Flow regulated by mills and small reservoirs above station.
78 CONNECTICUT
Shepaug River at Woodvllle, Conn. (lA-2025) Lat 41°43'24", long 73 "17'37"; drainage area, 38.0 sq mi; mean annual precipitation, 46.24 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 12May 15Sept.. 21Dec. 6Apr. 8Feb. 7Mar. 9Dec. 30 Nov. 9Apr. 26Mar. 9Mar. 14Mar. 22Dec. 31Mar. 9Mar. 31June 1Jan. 24Apr. 17Aug. 19Oct. 16Jan. 23Dec. 21Mar. 6Mar. 31
Peak discharge
(cfs)
4,0701,5006,0001,2801,5001,1502,050
8801,1001,300
7531,4701,5005,1601,0002,5002,4001,900
80013,8003,900
7091,8101,460
2,040
Antecedent base
discharge (cfs)
38372849592.5
85311346384238
028
1281048429
1385729
01828
Direct runoff (in)
a4.921.767.342.589.551.29
al.571.431.141.49
a2.44a2.46a5.416.031.032.703.092.261.108.638.45
.681.971.46
a3.77
Associated precipitation
(in)
2.933.53
10.142.154.272.111.273.183.132.502.091.601.979.401.212.974.872.672.39
10.449.001.014.351.721.81
Storm duration (days)
1232
1621322
1117311232231242
Antecedent precipitation
(in)
5 -day0.2002.170
.140
.27
.18
.53
.0900
.38
.01001.10
.76
.358.38
.100
.050
.08
30-day1.933.153.214.024.371.903.442.885.122.942.922.491.922.223.483.694.704.012.69
10.955.001.653.662.821.54
Annual runoff
(Adjusted
27.7334.9248.5730.4631.1719.9223.1931.3419.3639.6126.6022.3825.5627.9724.4834.4042.8939.0425.0343.2043.6017.1331.5926.7836.51
a Runoff probably increased by snowmelt. Note. Plow regulated by Shepaug Reservoir. Annual renoff in inches adjusted
for diversion from and change in contents in Shepaug Reservoir.
Shepaug River near Roxbury. Conn. (1A-2030) Lat 41°32'59", long 73°19'49"j46.59 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 16Apr. 1Nov. 19Mar. 5Jan. 10Mar. 12May 15Sept. 21Dec. 6Apr. 9Feb. 7ter. 9Dec. 31bMar. 7Jan. 1Mar. 9Mar. 14Mar. 22Dec. 31Mar. 8Mar. 31June 1Jan. 24Sept. 11Aug. 19Oct. 16Apr. 6Dec. 21Mar. 6Apr. 5
Peak discharge
(cfs)
2,7201,2103,6504,1503,9507,4802,420
10,5002,9203,1903,1902,8303,4702,0902,3301,3602,3303,1007,0101,9703,9805,0804,5302,130
50,3007,7601,3502,8403,2202,740
Antecedent base
discharge (cfs)
403173494
7518017015886
20028990
305140
25190181191200
30115408374338
34494155150
86175280
Direct runoff (in)
0.63a. 901.37
al.381.31
a3.82.89
4.981.55
a5.45.65.70
1.14.25.60
al.17.81
a3.913.92
.471.481.801.57
.496.844.20
.66
.98a. 591.56
Associated precipitation
(in)
1.14.75
3.011.191.472.973.359.932.142.912.341.433.181.261.57
.911.452.278.551.113.004.372.234.48
10.748.822.203.741.232.38
Storm duration (days)
121312232
1021311217322222532122
Antecedent precipitation
(in)
5-day
0.022.38
.62
.67
.01
.1002.040
.31
.01
.26
.23
.16
.81
.050
.60
.01.0
.23
.78
.401.056.63
.111.14
.05
.571.60
30 -day
6.614.065.973.193.293.013.353.223.914.222.123.552.872.523.343.733.392.951.843.553.344.814.124.81
11.244.922.413.823.662.23
Annual runoff
, (in) (Adjustec
18.2512.9426.0922.5026.5223.7130.1440.5427.4725.5416.1319.0727.3316.1232.8423.4618.8824.2323.7819.3028.8538.4134.3122.0938.5034.3314.2727.1724.0731.20
a Runoff probably increased by ice and/or snowmelt. b Peak also occurred on Dec. 30, 1942. Note. Plow regulated by Shepaug Reservoir since 1931.
inches adjusted for diversion from and change in contentsAnnual runoff in in Shepaug Reservoir.
CONNECTICUT 79
South Branch Park River at Hartford, Conn. (lA-1905) Lat 41°44'02", long 72"42"51"; drainage area, 40.6 sq mi; mean annual precipitation, 44.37 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 20Sept. 21Dec. 6Jan. 15Feb. 8Mar. 9Dec. 31Sept. 15Jan. 2May 28Apr. 6Nov. 12Dec. 31Mar. 9Mar. 31June 1Jan. 24Sept. 11Aug. 19Oct. 16Apr. 6Apr. 6Mar. 6Sept. 12
Peak discharge
(cfs)
6503,600
9502,4302,330
8001,8001,250'890
795615
1,1101,190
6251,6001,3802,2901,4907,0002,800
678840
1,7902,720
Antecedent base
discharge (cfs)
683240223792481444363531274072989628316132605026
Direct runoff (in)
0.556.271.641.871.58
.621.93
.82
.67
.91
.891.351.80
.471.151.561.841.207.303.45
.95
.731.512.03
Associated precipitation
(in)
1.5212.35
2.133.502.171.554.187.111.253.093.064.584.43
.622.663.311.843.968.267.693.012.031.944.93
Storm duration (days)
132211332245212322224222
Antecedent precipitation
(in)
5 -day
0.60.98
0.05.01
2.04.17
0.93.23.27.32
00
.091.17
.681.022.17
.150
.3900
30-day
5.071.533.452.311.503.913.151.943.344.492.582.462.023.382.904.335.034.036.704.991.612.672.741.55
Annual runoff (in)
24.9635.3524.1525.1818.4617.8427.2615.8825.2822.5516.1325.4321.3717.7824.6932.7932.5622.1132.9330.1315.3626.8924.5931.34
Note. Some regulation by mills and reservoirs above station.
Still River near Lanesville. Conn. (lA-2015) Lat 41°31'12", long 73°25'07"; drainage area, 68.5 sq mi; mean annual precipitation, 47.40 in.
Water year
193219331934193519361937193819391940194119421943194419'45194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 29Nov. 20Apr. 1Oct. 1Mar. 12Dec. 21Sept. 22Dec. 7Mar. 15Feb. 8Mar. 4June 3Mar. 8Feb. 28May 28Mar. 15Mar. 20Jan. 1July 12Mar. 31Mar. 12Dec. 12Apr. 19Aug. 19Oct. 16Apr. 7Feb. 28Mar. 7Feb. 12
Peak discharge
(cfs)
605950730476
3,930710
4,410770
1,7303,800
730850875
1,110660825
1,1001,110
5281,0801,6801,420
5903,9207,980
6271,5901,180
725
Antecedent base
discharge (cfs)
80129114
95150132
62112
875960
137357290
140117
2839
148118124
80226880
10950
169
Direct runoff (in)
0.54.88
1.01.45
E2.84.55
3.861.141.062.05
.55
.74
.601.40
.66
.96a2.361.50
.62
.971.291.09
.616.327.92
.73al.03a. 96
.63
Associated precipitation
(in)
2.413.953.532.752.041.509.922.311.622.481.771.341.301.892.901.201.825.663.373.002.263.342.40
14.9012.443.512.391.952.15
Storm duration (days)
22511133111117216212112725131
Antecedent precipitation
(in)
5-day0.53000
.05
.70
.9900000
.01
.15
.500
.300
.37
.14
.23
.09
.501.33
.01
.0100
.64
30 -day1.688.302.508.353.164.283.083.102.791.942.945.592.031.893.533.442.232.273.452.892.625.802.093.634.761.471.662.662.34
Annual runoff (in)
12.1824.6722.1519.9119.7327.2335.6128.8823.6317.1818.2225.0817.9927.8622.4920.5127.5020.8415.0126.8739.0732.6817.6931.1538.4617.5827.4620.0226.12
a Runoff probably increased by ice and/or snowmelt.Note.--Some diurnal fluctuation caused by mills at Brookfield and Danbury.
80 CONNECTICUT
Tenmlle River near Gaylordsville, Conn. (lA-2000) Lat 41°39'32", long 75"5r'44"; drainage area,, 204 sq mi; mean annual precipitation, 45. in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 9June 17Apr. 12Nov. 20Mar. 5aJan. 10Mar. 12Jan. 25Sept. 22Dec. 6Mar. 31Feb. 8Mar. 22Dec. 31Mar. 24Mar. 4Jan. 7Mar. 15Mar. 22Jan. 1Mar. 9Mar. 31Apr. 6Jan. 25Sept. 11Aug. 19Oct. 16Apr. 6Apr. 7Jan. 22Apr. 5
Peak discharge
(cfs)
9801,9802,0503,0903,5001,580
10,2002,080
12,5002,6305,2802,3701,6002,6402,6401,9501,2104,4103,3106,3601,4102,6303,4505,3901,900
17,4008,9601,2302,5504,0203,510
Antecedent base
discharge (cfs)
269511480595100160240620130271250170528200268400438252271
48173457536453
46209190265970200680
Direct runoff (in)
0.23.47.56
1.16bl.47
.433.91
.994.621.20
b2.00.59.26
1.35b.541.28b.28
bl.37b3.87
2.66.33.78
1.511.36
.563.893.62
.25
.66a. 741.24
Associated precipitation
(in)
1.401.871.522.801.231.582.322.349.072.211.692.251.382.82
.441.32
.251.211.666.26
.752.623.421.735.438.096.951.631.691.422.39
Storm duration (days)
1132312533322328317312424222222
Antec precipi
(in
5 -day
0.04.18.01.73.64.01.14
1.131.850
.28
.01
.57
.18
.72
.9700
.28
.010
.260
.39
.093.62
.07
.82
.22
.851.12
sdent tat ion
30 -day
2.197.183.736.013.342.993.173.633.073.654.181.923.462.333.352.862.222.491.841.923.002.593.043.794.016.404.122.092.931.521.55
Annual runoff (in)
11.4?17.5711.6522.8617. 9C15.9617. 6C22.0933.1022.8618.40"14. OE12.7622.4815.0027.1618.0115.3420.8317.9014.2623.2930.7126.1917.5726.0629.9512.7919.9017.8624.97
b Runoff probably.scharge. increased by snowmelt.
CONNECTICUT 81
Willimantic River near South Coventry, Conn. (lA-1195) Lat 41°45'00", long 72 16'00 ; drainage area, 121 sq mi; mean annual precipitation , 44.89 in.
Water year
193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958195919591960
Data relative to annual peak discharges
Date
Mar. 28Nov. 10Mar. 6Jan. 10Mar. 12Dec. 20Sept. 21Feb. 16Jan. 15Feb. 8Mar. 9Dec. 31June 25Jan. 2Jan. 7Mar. 15Mar. 21Jan. 6May 26Feb. 8Dec. 21Mar. 16Sept. 12Aug. 19Oct. 16Jan. 23Apr. 7Mar. 7Apr. 3Apr. 1
Peak discharge
(cfs)
1,1601,2604,4202,2207,8801,660
15,5002,K)03,4002,6601,8802,0402,1201,510
9451,0202,2401,070
8382,2401,8002,3003,100
24 , 2002,9901,4201,4502,8402,8402,950
Antecedent base
discharge (cfs)
145200
75115240309
79226
70110268126114161259265160214185308150209
54186172
85380
91266183
Direct runoff (in)
0.49.30
a2.211.072.94
.619.00
.601.00
.81
.521.06
.82
.58a. 37
.46a3.73
.30
.42
.78
.881.971.246.522.59a. 58
.65al.33al.42al.49
Associated precipitation
(in)
2.551.871.182.483.192.43
13.881.013.332.781.793.542.821.21
.15
.771.741.761.972.022.493.924.857.726.161.081.922.312.552.55
Storm duration (days)
113121311213111162223422312122
Antecedent precipitation
(in)
5 -day
0.551.66
.570
.28
.631.96
.71
.17
.041.98
.24
.77
.6400
.881.55
.77
.25
.650
.545.75
.19
.13
.17
.19
.32
.19
30 -day
1.716.813.631.653.026.233.473.422.101.904.092.512.482.604.802.153.052.553.014.113.263.375.158.38(b)1.902.383.334.581.15
Annual runoff (in)
12.7724.6123.1924.3524.2627.0641.4626.9827.8616.7817.2824.4115.2624.5121 ,.6016.9426.1116.5317.2226.5829.6630.1422.9533.1532.8615.5523.8424.4324.4331.79
a Runoff probably increased by ice and/or snowmelt.b Record incomplete; not computed.Note. Flow regulated by mills and reservoirs above station.
82 CONNECTICUT
Yantlc River at Yantlc, Conn. (1A-1275) Lat 41°33'31", long 72°07'19 drainage area, 88.6 sq ml; mean annual precipitation, 45.51 In.
Water year
193119321933193419351936193719381939194=01941194219431944194519461947 .1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 8Mar. 28Nov. 10Mar. 5Jan. 10Mar. 12Dec 20Sept. 21Apr. 7Mar. 15Feb. 8Mar. 9Dec. 30Apr. 25Jan. 2Feb. 7Apr. 6Mar. 17Dec. 31Mar. 23Apr. 3Mar. 11Mar. 13Sept. 11Dec. 18Oct. 16Jan. 23Jan. 23Mar. 6Dec. 13
Peak discharge
(cfs)
2,3202,4002,5602,0003,1006,3002,600
13,5001,2402,5003,5702,4303,0501,7201,6701,560
7851,7901,5201,7102,5002,8302,2802,9202,1106,7601,5401,6603,1302,250
Antecedent base
discharge (cfs)
101146147
60145210255
23402149
60360150146189106114287
31183239134181
28310154
64202
90239
Direct runoff
(in)
1.201.121.92
al.501.63
a3. 371.487.96
.521.201.481.331.76
.91
.84
.55
.87al.6lal.19
.952.462.421.331.571.075.26
.79al.09al.261.25
Associated precipitation
(in)
2.163.003.511.082.252.981.96
10.801.531.892.802.523.512.351.32
.782.87
.68
.821.894.282.472.265.081.948.141.211.422.282.70
Storm duration (days)
214312142121421141235822231111
Antecedent precipitation
(in)
5-day0.88
.9601.060
.12
.931.071.150
.041.58
.140
.9100
.170
.23
.05
.070
.572.64
.19
.02
.37
.391.26
30-day2.622.256.464.513.091.844.982.004.774.021.794.263.442.512.642.792.782.911.691.643.312.584.415.50i blW2.05
M(b)5.57
Annual runoff (in)
17.3816.2027.3224.5325.3424.5630.1343.0527.8924.9616.1617.4725.4514.5925.3122.1915.8928.2520.2016.7825.8332.7134.0023.3929.3636.2115.7628.5125.4028.91
a Runoff probably increased by ice and/or snowmelt.b Record incomplete; not computed.Note. Low flow completely regulated by mills above station.
DELAWARE
Nantlcoke River near Bridgevllle, Del. (IB-4870) Published prior to 1956 es Gravelly Fork near Bridgeville, Del.Lat 38°43'42", long 75°33'43"; drair- "".e area, 75.4 sq mi; mean annual precipitation, 43.94 in.
Wateryear
19431944194519461947194819-4919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 21(a)
July 24Dec. 30May 27June 5Dec. 5Mar. 24June 12Dec. 22Mar. 17Mar. 5Aug. 15Mar. 17Nov. 3Aug. 26July 16Sept. 13
Peakdischarge
(cfs)
400420435730386830590216240776468248680270635
2,300930
1,620
Antecedentbase
dischargetf>ffi\\*-ls>l
87112
249479
158326
5433
120118
91249866532039
Directrunoff
(in)
0.38.46
1.171.54
.371.54
.44
.33
.391.321.01
.371.09
.54
.963.191.712.20
Associatedprecipitation
(in)
2.001.996.623.391.503.871.441.903.272.962.521.827.712.364.848.739.237.64
Stormduration(days)
128624233433363261
Antecedentprecipitation
(in
5-day
0.33.16.06
0.87
1.681.66
.08
.421.14
.30
.15
.43
.75
.1600
.17
30-day
3.293.623.934.723.378.496.702.053.232.643.701.605.412.053.593.651.88(b)
Annualrunoff(in)
11.1914.9217.1910.2323.1921.799.099.22
24.3117.24.12.4613.5712.9317.6130. 6f14.5719. 7f
a Mar. 14-Apr. 26.b Record incomplete; not computed.
FLORIDA 83
Mafia River at Lithia, Fla. (2B-3015) Lat 27°52', long 82°12' area, 335 sq mi; mean annual precipitation, 51.98 in.
drainage
Water year
19331934193519361937193819391940194119421943194419451945 .194619471948194919501951195219531954195519561957-195819591960
Data relative to annual peak discharges
Date
Sept. 7June 16Sept. 6Feb. 11Oct. 12Aug. 3Oct. 17Feb. 19July 16Mar. 20June 28Aug. 16June 25July 26July 31Sept. 20Sept. 30Aug. 29Sept. 7Sept. 21Oct. 2Oct. 21Nov. 25Sept. 20Sept. 5Aug. 25Apr. 18Mar. 21Sept. 12
Peak discharge
(cfs)
a!9,3006,4108,3002,4201,9201,8606,8701,1404,0501,7606,3901,570.6,8506,8502,220
11,1005,5909,7405,0301,4801,5506,2804,4201,300
9862,8702,8507,080
20,300
Antecedent base
discharge (cfs)
187107417230288642116317497571101294
12862217451360450760
60245
96160204216433505470480
Direct runoff (in)
6.632.523.72
.90
.77
.832.81
.402.78
.372.43
.552.562.761.433.752.003.252.04
.65
.641.151.64
.20
.29
.63
.703.216.93
Associated precipitation
' (in)
9.6611.956.953.084.092.946.132.317.531.686.022.14
14.453.145.966.854.285.527.695.482.395.114.85
.993.143.441.307.489.41
Storm duration (days)
24615531
1113432814124452232145
Antecedent precipitation
(in)
5 -day0.09
.52
.861.20
.12
.80
.001.66
.74
.293.73
.19
.012.96
.83
.793.042.361.68
.00
.01
.04
.70
.09
.83
.681.762.52
.72
30 -day4.656.359.043.494.157.994.613.387.907.357.627.35
.8018.947.287.554.50
11.804.575.686.323.632.457.768.638.725.167.063.32
Annual runoff (in)
18.2213.0411.7912.8212.408.94
23.837.50
12.0511.7018.04
7.1522.6722.6711.6622.3419.9817.239.218.157.65
21.5519.439.575.53
17.9017.1831.9034.83
a Maximum during period January to September.
Arbuckle Creek near De Soto City, Fla. (2B-2705) Lat 28°27'32", long 81"17'51"; drainage area, 585 sq mi; mean annual precipitation, 51.72 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 1Sept. 11,12July 26,27
Feb. 26luly 18-21
Oct. 7Sept. 17Oct. 16Sept. 23Sept. 23Oct. 4Oct. 4July 26Oct. 4Oct. 23Oct. 10
Nov. 16, 17Sept. 10-12~0ct. 17'Oct. 1June 19Sept. 12
Peak discharge
(cfs)
a3,2701,9202,7101,0301,2901,2906,5401,3305,6107,3806,6801,8701,7201,6102,7205,490
296275
2,9201,4904,6804,900
Antecedent base
discharge (cfs)
722385640173
99391962716964
1,3401,340
595399445423
1,610195143122437240
1,240
Direct runoff (in)
1.711.35
.82
.411.09
.634.37
.473.083.748.53
.98
.83
.521.522.38
.801.961.23
.591.691.71
Associated precipitation
(in)
6.125.834.953.955.652.435.813.695.857.48
14.436.522.992.664.843.781.668.195.133.41
10.136.73
Storm duration (days)
812
46
126
15512
124
122412
112842
Antecedent precipitation
(in)
5 -day
2.641.81
.490
.290
.60
.36
.17
.46
.541.202.19
.85
.47
.8501.26
.25
.04
.192.42
30 -day
14.125.17
11.841.706.053.954.606.348.156.747.19
12.268.845.264.079.981.076.294.675.826.999.11
Annual runoff (in)
_15.7314.4512.668.498.37
16.139.19
23.5425.8218.78
6.3411.048.84
19.3324.075.572.16
15.4812.6418.2427.27
a Maximum during period July to September.Note. Drainage area excludes area drained by Lake Weohyakapka and
area drained by Lake Sebring. Records include small diversions into Arbuckle from Lake Weohyakapka through Blue Jordan Swamp.
includes Lake
770-960 O-65 7
84 FLORIDA
Catfish Creek near Lake Wales, Fla. (2B-2670) Lat 27°57'40", long 81°29'48"; drainage area, 54.2 sq mi, and 58.9 sq mi (revised) 1955-60: mean annual precipitation, 50.57 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 3, 4Oct. 1-5
(a)Oct. 2, 3Oct. 27Oct. 9Nov. 20Sept. 18May 19Apr. 16
Sept. 18,19Sept.l7,l£
Peakdischarge
(cfs)
180160
_92
114191
54597469
129235
Antecedentbase
discharge(cfs)
8689_7169
1403348335697
151
Directrunoff
(in)
0.99.44_.16.33.15.09.02.20.03.15.45
Associatedprecipitation
(in)
11.837.70
_2.577.432.832.882.075.211.335.367.50
Stormduration(days)
115_572415123
Antecedentprecipitation
(in)
5 -day
0.95.04_.05.01
1.00000
.38
.572.61
30-day
4.8812.76
_8.432.649.601.25
10.103.964.424.09
12.64
Annualrunoff(in)
14.699.98
11.0413.7816.8919.868.645.87
10.0210.0716.1924.09
a No peak discharge published during 1951.
.Josephine Creek near De Soto City, Pla. (2B-2715) Lat 27°22'26" lone; 81 23'37 ; drainage area, 108 sq mi, and 109 sq mi (revised) 1955-60- mean annual precipitation, 52.22 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 19Sept. 23Sept. 30Sept. 7Sept . 5Oct. 2Sept. 19Oct. 10Sept. 22Aug. 29Aug. 25Oct. 3Sept. 17Sept. 11
Peakdischarge
(cfs)
9001,780
36477
220487689
1,180170
53268388658
1,110
Antecedentbase
discharge(cfs)
333432182-6264
4124229010
102200344520
Directrunoff
(in)
0.601.61
.30-.13.37.49
1.35.20.04.37.88
1.061.24
Associatedprecipitation
(in)
5.728.495.70-
2.919.594.294.341.002.023.956.476.389.31
Stormduration(days)
117-233151
10765
Antecedentprecipitation
(in)
5 -day
0.11.19.58-
1.78.03.04.54.52.73.63
1.07.77.62
30-day
6.936.78
12.16-
3.877.288.559.085.945.929.356.318.075.30
Annualrunoff(in)
19.3227.4718.184.825.209.59
15.1822.987.461.879.21
16.5615.8033.42
Note. Drainage area excludes area drained by Lake Sebring.
Peace Creek drainage canal near Dundee, Fla. (2B-2935) Lat 28°01', long 61 V 56'; drainage area, 50 sq ml; mean annual precipitation, 52.98 in.
Wateryear
1947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Sept. 18Sept. 22Aug. 27Sept. 7
(c)Nov. 17Aug. 29Oct. 4Nov. 24Sept. 25May 15Feb. 27June 22
Peakdischarge
(cfs)
al88231203
65116104136222
2433
10288
215
Antecedentbase
discharge(cfs)
44116
43.8
183033
1232.2
.81.35.6
36
Directrunoff
(in)
0.58.58.29.13.44.22.22
1.29.02.20.21.10
1.40
Associatedprecipitation
(in)
7.116.417.598.485.985.074.146.711.443.167.632.908.93
Stormduration(days)
4213313
1319527
Antecedentprecipitation
(in)
5-day
01.261.65(b)
.0101.63
.26
.45000
.14
30 -day
3.576.367.27(b)3.021.025.87
10.711.325.515.631.406.05
Annualrunoff(in)
9.4117.5811.586.768.338.219.06
15.85.81.30
3.136.47
17.27a Maximum during period December 1946 to September 1947.b Record incomplete; not computed.c Oct. 18 or 19.Note. Some regulation by Lake Hamilton.
FLORIDA 85
Peace River at Bartow, Fla. (2B-2950) Lat 27°54'07", long 81°49'03"; age area, 390 sq mi; mean annual precipitation., 52.97 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 23Apr. 6-8
July 5, 6Aug. 20, 21
Aug. 31July 26Aug. 3Sept . 24Sept. 2 9Aug. 30
Sept. 8, 9Oct. 20Mar. 29Sept. 22Oct. 11Sept. 11Sept. 4Sept. 18Oct. 3June 22
(b)
Peak discharge
(cfs)
a6381,2801,3001,340
5611,8801,0604,1402,9202,850
7621,590
7641,7302,030
389290
1,260992
3,4103,470
Antecedent base
discharge (cfs)
180155383712182695112600672418
34192275
1,110940269200928845341680
Direct runoff (in)
0.17.86.69.50.20
1.69.90.99
1.691.57
.46
.78
.26
.70
.58
.09
.05
.26
.172.082.60
Associated precipitation
(in)
2.336.556.493.292.70
10.258.902.678.594.607.554.622.933.841.792.222.271.722.277.47
10.32
Storm duration (days)
15
1153
1214
27243262344475
Antecedent precipitation
(in)
5-day
0.67.29.65.14.67.94
5.97.59
1.48.34.09
0.58.58
1.001.82
.531.01
.141.71
30 -day
0.953.057.758.866.00
17.137.91
10.564.628.564.933.075.539.378.445.938.319.117.476.016.34
Annual runoff (in)
6.367.38
10.966.874.07
11.318.79
15.2617.5311.97
5.7813.44
7.6714.3216.084.323.22
13.5512.2724.1028.43
Maximum during Sept. 13 to 14.
November 1939 to September 1940.
Reedy Creek near Loughman, Fla. (2B-2665) Lat 28°15'48" mean annual precipitation, 48.56 in.
long 81°32'12";
Water year
19401941194219431944194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
July 11July 26Sept. 8, 9
Tuly 21,22Aug. 3
Oct. 22, 233ept . 23, 24Sept. 20, 21Sept. 24Aug . 30Oct. 1Oct. 21Nov. 21Aug. 30Nov. 28Sept. 10Oct. 3Oct. 18Mar. 7Mar. 21
Peak discharge
(cfs)
a215501282304521530383530484508401381405513345218
83502306534
Antecedent base
discharge (cfs)
42805372
2373278
153142
84209
552639
1028752346074
Direct runoff
(in)
_____________---___-
Associated precipitation
(in)
8.756.023.425.836.418.275.816.094.965.744.928.805.258.703.852.95
.8112.20
5.287.26
Storm duration (days)
1242981
10623431
10147166
Antecedent precipitation
(in)
5-day0.401.34
.44
.80
.50
.10
.651.50
.442.051.1100
.64
.57
.201.45
.620
.12
30-day5.41
12.384.906.50
14.471.693.577.337.626.837.245.301.04
10.151.084.594.916.241.29(b)
Annual runoff (in)
_____________-----_-
a Maximum during period November 1939 to September 1940.b Record incomplete; not computed.Note.--Natural flow of stream affected by several canals which divert an un
determined amount of water into Shingle Creek basin. Part of watershed is in Reedy Creek swamp for which drainage area is indeterminate.
GEORGIA
Alcovy River below Covington, Ga. (2B-2090) Lat 33°31', long 83°49'; drain age area, 251 sq mi; mean annual precipitation, 49.14 in.
Water year
1945 1946 1947 1948 1949
Data relative to annual peak discharges
Date
Apr. 26 Jan. 8 Jan. 21 Feb. 10 Nov. 29
Peak discharge
(cfs)
4,470 9,000 3,600 3,980 8,270
Antecedent base
discharge (cfs)
172 579 452 460 184
Direct runoff
(in)
1.73 2.63 1.50 1.53 5.22
Associated precipitation
(in)
5.91 6.92 4.50 4.27
11.66
Storm duration (days)
2 2 2 2 7
Antecedent precipitation
(in)
5 -day0.12 0 1.73
.30
.44
30-day1.71 5.34 4.82 4.66 3.61
Annual runoff (in)
12.91 22.22 15.98 22.76 25.85
Amicalola Creek near Pawsonville, Ga. (2B-3900) Lat 34°26', long 84' drainage area, 84.7 sq mi; mean annual precipitation, 57.41.
Wateryear
1940194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
Aug. 13July 5Feb. 17Dec. 29Mar. 19Feb. 13Feb. 10Jan. 20Aug. 4Nov. 28Mar. 13Mar. 29Mar. 11
Peakdischarge
(cfs)
2,5005,2007,4502,6803,4601,1305,0504,7705,6505,5003,4602,3805,960
Antecedentbase
discharge(cfs)
81188143232305160408452130204276189280
Directrunoff
(in)
0.811.401.741.651.16
.362.331.591.361.851.151.332.01
Associatedprecipitation
(in)
4.995.725.244.313.801.955.394.055.695.593.774.713.83
Stormduration(days)
1412212223221
Antecedentprecipitation
(in
5-day0.301.54
.201.36
.10
.181.112.62
.401.481.22
.160
30 -day2.674.994.936.638.753.636.328.668.469.534.745.575.18
Annualrunoff
(in)
22.3721.8030.9439.1237.0525.4457.5030.3134.9848.9337.9127.69
-
Apalachee River near Bostwick, Ga. (2B-2190) Lat 33°47', long 83°28' age area,176 sq mi;mean annual precipitation, 49.95 in.
drain-
Water year
1945 1946 1947 1948 1949
Data relative to annual peak discharges
Date
Apr. 25 Jan. 6 Jan. 20 Feb. 9 Nov. 28
Peak discharge
(cfs)
5,800 8,500 4,340 3,640 7,600
Antecedent base
discharge (cfs)
137 261 264255 170
Direct runoff (in)
1.84 2.59 1.78 2.17 4.05
Associated precipitation
(in)
6.52 6.04 3.98 3.74 6.83
Storm duration (days)
2 2 2 2 3
Antecedent precipitation
(in)
5-day0.39
.01 1.52
.09 2.74
30-day4.54 5.98 4.75 4.08 7.49
Annual runoff (in)
15.55 23.65 16.54 23.51 28.26
GEORGIA 87
Cedar Creek near Cedartown, Ga. (2B-3975) Lat 34 C04', long 85°19' area, 109 sq mi; mean annual precipitation, 48.74 In.
drainage
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 19Mar. 7Mar. 4Feb. 10Jan. 20Feb. 9Nov. 28Mar. 13Jfer. 29Mar. 23Jan. 9Jan. 16Feb. 7Mar. 16Apr. 5July 20May 31Jan . 31
Peakdischarge
(cfs)
4,2404,3702,830I*!(a)3,200
12,5004,6809,3907,8003,2007,4104,1703,3407,9302,9204,1701,720
Antecedentbase
discharge(cfs)
177186143402350109289113162238103
8581
114225
799667
Directrunoff(in)
1.101.28
.803.792.612.624.211.543.073.571.662.021.231.432.69
.621.57
.82
Associatedprecipitation
(in)
2.902.972.025.444.514.965.662.305.035.093.953.163.223.204.595.243.753.76
Stormduration(days)
221223212222231324
Antecedentprecipitation
(in)
5 -day00
.721.422.06
.262.29
.54
.13
.51
.30
.241.42
.571.30
.50
.290
30 -day7.45
10.956.676.24
_3.139.631.994.235.624.052.404.864.005.468.172.003.45
Annualrunoff(in)
21.5322.0213.6030.2219.3017.8027.4915.7617.9723.5817.3416.2613.7013.1515.2921.6416.0013.45
a Peak discharge not determined.
Chattahoochee River near Leaf, Ga. (2B-3310) Lat 34°35', drainage area, 150 sq mi; mean annual precipitation, 56.
long 83°38' 14 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 13July 5Feb. 16Dec. 29Mar. 19Sept 14Jan. 7Jan. 20Aug. 4June 16Mar. 13Mar. 29Mar. 11July 22Jan. 16Feb. 6Apr. 16Apr. 5Nov. 19May 31Mar. 30
Peak discharge
(cfs)
all, 2002,6809,4505,8307,5602,680
14,1008,1206,350
12,1005,7003,620
13,8008,120
10,2009,3006,4805,4604,7405,7004,500
Antecedent base
discharge (cfs)
106162234270486122471280258395465332475266249171475616174486657
Direct runoff
(in)
2.37.85
1.372.291.31
.555.091.861.811.611.09
.962.341.081.681.68
.961.321.391.21
.99
Associated precipitation
(in)
7.137.062.644.792.302.526.783.516.276.604.164.625.955.955.774.613.595.018.716.353.61
Storm duration (days)
151212323222121211522
Antec precip:
(in
5-day02.7801.560
.192.552.98
.61
.341.00
.0202.28
.53
.53
.872.62
.672.660
edent tation
30-day
1.224.084.745.198.303.195.767.437.743.254.174.574.847.022.742.66(b)6.204.74
10.49(b)
Annual runoff (in)
_18.9827.6542.3135.5626.4354.6627.8433.3458.7742.6229.5839.3230.1534.7327.3125.4030.5140.1730.7346.06
a Maximum during period b Record incomplete; not
Feb. 21 to computed.
Sept. 30.
GEORGIA
Chattooga River at Summerville, Ga. (2B-3980) Lat 34°28' drainage area, 193 sq mi; mean annual precipitation, 55.
, long 85°20' 64 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 29Apr. 8Feb. 28Mar. 14July 16Feb. 17Dec. 29Mar. 29Feb. 13Jan. 8Jan. 20Feb. 13Nov. 28Sept. 8Mar. 29Mar. 11Feb. 21Jan. 16Feb. 7Feb. 17Feb. 1Nov. 18Jan. 22Mar. 3
Peak discharge
(cfs)
3,26012,10010,2003,240-2,6605,040
12,6007,3307,110
16,60010,4009,200
22,7009,720
24,50016,0008,220
10,3006,3106,5007,540
13,9003,2903,190
Antecedent base
discharge (cfs)
250343410293198194218484262320692470390447316374676171173470310194168334
Direct runoff (in)
0.852.842.121.05
.801.253.342.651.595.436.723.574.522.634.912.852.4C2.131.352.253.434.03
.71
.78
Associated precipitation
(in)
1.774.852.562.603.303.135.554.893.326.968.044.037.024.676.964.623.354.773.244.346.806.692.662.64
Storm duration (days)
211231221362221111135511
Antecedent precipitation
(in)
5-day1.98
.761.76
.50
.730
.74
.31
.20
.63
.943.60
.761.03
.0101.41
.88
.83
.281.01
.431.25
.27
30 -day3.887.21
LI. 674.508.082.417.169.173.694.426.568.038.86
L0.904.743.56(a)2.32
H(a)3.804.653.804.01
Annual runoff (in)
-24.2924.6814.4013.1817.7724.4423.6818.6039.0827.0822.8938.5032.6625.6128.4925.5116.6718.1621.9621.8429.1115.9821.23
a Record missing; not computed.
Chattooga River near Clayton. Ga. (2A-1770) Lat 34°49', long 83°18'; drainage area,203 sq mi, and 207 sq mi (revised) 1955-60; mean annual precipitation, 75.96 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 30July 7Feb. 17Dec. 29Mar. 19Apr. 17Feb. 10Jan. 20July 12June 16Mar. 13Dec. 7Mar. 11Feb. 21Jan. 22Feb. 6Apr. 16Apr. 5Nov. 19May 31Oct. 9
Peak discharge
(cfs)
29,0006,5006,8706,8703,8402,9306,6506,440
12,40013,9004,7405,220
13,4006,0206,2305,8205,8205,8205,6205,6206,440
Antecedent base
discharge (cfs)
370236489416687454930450238558608380769704760262728565350750290
Direct runoff
(in)
3.201.66
.882.62
.73
.421.201.282.361.95
.67
.691.621.552.21
.97
.771.801.651.101.68
Associated precipitation
(in)
10.2010.804.048.903.713.254.583.81
11.919.584.103.654.405.316.155.103.797.548.493.269.93
Storm duration (days)
251211122221122124524
Antecedent precipitation
(in)
5 -day0.022.28
.061.13
.0201.623.72
.031.14
.841.7501.254.59
.461.7701.084.350
30 -day13.327.845.636.387.735.476.27
10.283.153.746.012.655.418.557.11f a !r(a)5.22(a)6.46
Annual runoff (in)
28.8028.4037.4147.5436.8130.2853.8830.1844.0173.4446.9034.5842.3436.2133.5430.7925.0236.7650.0534.9350.02
a Record missing; not computed.
GEORGIA 89
Chattooga River near Tallulah Falls, Ga. (2A-1780) Lat 30°47'. drainage area, 256 sq mi; mean annual precipiation, 70.25 in.
long 83°19' 3
Wateryear
19171918191919201921192219251924192519261927
Data relative to annual peak discharges
Date
Mar. 24Jan. 28Dec. 22Dec. 9Feb. 10Jan. 21Dec. 17Sept. 20Dec. 8Jan. 18Dec. 26
Peakdischarge
(cfs)
12,0002,690
12,40010,2005,1007,6906,610
11,5004,8407,7604,470
Antecedentbase
discharge(cfs)
1,480(a)
1,170515920755320355515390660
Directrunoff
(in)
2.04(a)2.841.931.302.76
.77
.97
.641.11
.94
Associatedprecipitation
(in)
4.85-
6.258.175.646.103.828.313.665.144.76
Stormduration(days)
1-232232122
Antecedentprecipitation
(in)
5 -day1.46-
1.050
.5801.35
.732.42
.12
.84
30-day9.82-
7.357.737.154.205.963.233.264.295.94
Annualrunoff
(in)
--
66.9057.2043.9855.7440.9443.7730.2329.5130.89
a No discharge record Jan. 29 to Sept. 24
Chestatee River near Dahlonega, Ga. (2B-3335) Lat 34°32', long 83°56' drainage area, 155 sq mi; mean annual precipitation, 61.10 in.
Water year
1930193119411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 7Nov. 16July 14Feb. 17Dec . 29Mar. 19Sept. 16Jan. 7Jan. 20Aug. 4Jan. 5Mar. 13Mar. 29Mar. 11July 22Jan. 16Feb. 6Apr. 16Apr. 5Dec. 20Jan. 22Mar. 30
Peakdischarge
(cfs)
5,4502,6503,320
10,1004,5106,7702,980
15,3008,1508,1509,4504,3702,400
13,8003,860
10,2008,3304,8405,3202,9204,3003,360
Antecedent base
discharge (cfs)
340185258230325473110422350269430375275462175228162438335260172598
Direct runoff
(in)
0.96.48.47
1.371.631.25
.514.161.541.771.98
.86
.831.99
.621.611.56
.851.22
.45
.62
.71
Associated precipitation
(in)
3.853.714.424.154.823.612.179.084.777.305.513.834.075.004.335.315.251.124.232.603.302.78
Storm duration (days)
1321321223222111211211
Antecedent precipitation
(in)
5-day
0.081.89
.53
.17
.74
.104.0002.85
.36
.991.08
.0202.16.40.59
1.322.03
.16
.880
30 -day
1.273.078.654.915.849.585.646.118.609.834.623.705.045.665.712.862.987.695.326.414.84(a)
Annual runoff (in)
33.5719.6516.8725.8136.8532.9822.0050.1124.8930.8944.4133.2823.4436.6127.1827.7322.8022.8526.9831,6426.8241.33
a Record missing; not computed.
Coosawattee River near Carters, Ga. (2B-3815) Lat 34°36'45", long 84°40'15' drainage area, 576 sq mi; mean annual precipitation, 52.70 in.
Water year
1926 1927 1928 1929 1930 1931
Data relative to annual peak discharges
Date
Jan. 18 Apr. 10 Mar. 30 July 31 Mar. 7 Apr. 4
Peakdischarge
(cfs)
6,600 16,400 15,300 20,700 12,000 5,070
Antecedent base
discharge (cfs)
444 1,080 1,040
Direct runoff
(in)
0.55 1.28 1.03
Associated precipitation
(in)
2.10 1.80 3.96
Storm duration (days)
1 1 1
Antec precipi
(in
5 -day
0.06 1.00 1.46
edent tat ion
30-day
5.07
5.60
Annual runoff (in)
20,16 30.52 36,21 40.59 31.48 19,05
Note. No suitable weather records 1929-31.
90 GEORGIA
Flghtlngtown Creek at McCaysville, Ga. (3B-5600) Lat 34°58'53", long84 25'12"; drainage area, 70.9 sq mi; mean annual precipitation, 56.17 in.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 29Mar. 29Feb. 13Feb. 10Jan. 20Feb. 12Nov. 28Oct. 30Mar. 29Mar. 11Feb. 2lJan. 16Feb. 5Apr . 1 6Feb. 1Apr. 28Jan. 21Nov. 28
Peakdischarge
(cfs)
al,5901,8901,6305,1805,2801,6905,1402,9005,4202,3801,9403,3802,6003,1503,8002,6901,5201,330
Antecedentbase
discharge(cfs)
165383123417160274175118193271281
97115286155241150135
Directrunoff
(in)
1.411.47
.692.013.741.312.261.632.621.081.001.681.281.393.472.29
.86
.53
Associatedprecipitation
(in)
4.526.183.175.049.013.757.017.137.474.443.526.4C4.724.17
10.027.474.663.23
Stormduration(days)
231152322112214211
Antecedentprecipitation
(in)
5-day1.22
.43
.251.501.662.48
.79
.47
.10
.021.251.32
.81
.442.391.502.571.92
30-day7.638.922.475.157.776.65
11.596.444.996.028.843.743.697.777.894.767.016.41
Annualrunoff(in)
-36.9328.9952.9236.1431.4748.5445.8734.6843.6032.3131.6827.2033.6639.2948.7227.9035.78
a Maximum during period Nov. 14, 1942, to Sept. 30, 1943.
Flint River near Griffin, Ga. (2B-3445) Lat 33°14', long 84°26'; drainage area, 272 sq mi; mean annual precipitation, 48.51 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 1Apr. 3Feb. 28July 12Mar. 28Mar. 22Jan. 19Mar. 23Apr. 25Jan. 7Mar. 8May 31Nov. 27Feb. 11Apr. 23Mar. 4May 1Dec. 7Apr. 14Mar. 18Apr. 5Feb. 7June 2Apr. 4
Peak discharge
(cfs)
a2,9805,2003,6502,0801,040
13,0006,3104,1707,7509,3505,4904,170
13,200875920
6,4802,8602,6402,3204^5905,3304,7305,1804,730
Antecedent base
discharge (cfs)
270216420
72331340230842141558293120140159190605162118393231320345165430
Direct runoff
(in)
1.051.811.501.77
.213.792.15
.632.142.922.261.295.12
.33
.312.161.271.21
.591.971.891.511.381.58
Associated precipitation
(in)
3.664.244.177.441.345.434.382.304.923.705.553.687.752.331.383.685.614.561.823.333.773.154.573.00
Storm duration (days)
223722212233341243121232
Antecedent precipitation
(in)
5 -day0.87
.071.12
.35
.371.4101.91
.71
.44
.63
.123.330
.85
.83
.13
.04
.71
.96
.94
.52
.552.22
30-day^4.344.376.474.193.765.473.894.522.265.212.541.147.411.944.554.563.611.414.713.806.263.804.065.10
Annual runoff (in)
-14.6615.3712.017.53
17.0219.1918.0514.6222.7419.0126.2826.3210.449.07
17.9416.9911.069.55
12.5713.8618.0313.4618.18
a Maximum during period Mar. 13 to Sept. 50.
GEORGIA 91
Hlwassee River at Presley, Ga. (3B-5450) Lat 34°54'17", long 83°43'01"; drainage area, 45.5 sq mi; mean annual precipitation, 54.08 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 16Dec. 29Mar. 29Sept. 14Feb. 10Jan. 20Feb. 14June 16Mar. 13Dec. 7Mar. 11Feb. 21Jan. 16Feb. 6Apr. 15Apr. 5Dec. 20May 31Apr. 3
Peak discharge
(cfs)
1,3302,6001,170
7502,0401,5101,0203,6602,5401,3105,7002,7201,9601,2201,9001,8301,2102,760
935
Antecedent base
discharge (cfs)
11110023433
239130187
95139
62148171
8171
191135123213325
Direct runoff (in)
0.863.621.66
.521.631.151.451.711.48
.972.541.941.62
.901.222.08
.882.371.37
Associated precipitation
(in)
2.645.303.502.664.363.153.147.614.603.645.753.795.673.754.006.163.196.383.72
Storm duration (days)
1221222222112215123
Antecedent precipitation
(in)
5 -day
01.00
.40
.32
.372.802.52
.30
.751.2801.43
.65
.35
.933.11
.332.172.59
30-day
4.744.307.653.623.507.795.873.454.332.274.116.762.442.48(a)6.486.549.76(a)
Annual runoff (in)
47.2236.3227.4752.6828.2634.1456.9743.1233.7940.4135.7937.6831.6428.5935.9444.5131.4044.62
a Record incomplete; not computed.
Middle Oconee River near Athens, Ga. (2B-2175) Lat 33°58', long 83°25' drainage area, 598 sq ml; mean annual precipitation, 52.73 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 26Aug. 19Aug. 14July' 6Mar. 23Apr. 20Mar. 31Apr. 25Jan. 7Jan. 21Feb. 10Nov. 30June 1Oct. 22Mar. 4Jan. 11Jan. 18Feb. 8Mar. 18Apr. 7Apr. 17May 31
(b)
Peak discharge
(cfs)
5,1608,4205,9303,0008,0008,9005,6804,8808,4007,8005,230
14,2001,5003,410
a6,0005,5207,8705,6006,8404,2802,5606,1203,800
Antecedent base
discharge (cfs)
257550148160552519850268609440535450236120600379289269252395566418360
Direct runoff (in)
1.591.471.39
.341.411.321.02
.851.421.591.343.53
.20
.871.351.471.381.131.35
.86
.481.03
.84
Associated precipitation
(in)
8.923.915.413.663.213.213.103.875.613.903.995.491.505.782.933.873.563.523.943.162.223.573.42
Storm duration (days)
52221122224313122221124
Antecedent precipitation
(in)
5 -day
0.771.01
.332.411.13
.02
.57
.27
.621.80
.272.66
.380
,98.65.23.64.13
1.03.61
2.170
30 -day
3.683.252.786.334.664.787.213.606.095.933.378.383.08
.254.174.812.223.683.514.334.924.625.15
Annual runoff (in)
14.9817.0015.059.27
15.2219.4916.5613.2621.3814.8421.7629.7612.9610.9018.7815.7812.278.509.79
10.3614.8011.5715.55
a Mean daily b Jan. 31 or
discharge, Feb. 1.
peak not determined.
92 GEORGIA
Nottely River near Blairsville, Ga. (3B-5505) Lat 34°50'28", long 83°56'10' drainage area, 74.8 sq mi; mean annual precipitation, 52.94 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 16Dec. 29Mar. 19Sept. 16Feb. 10Jan. 20Feb. 12Jan. 5Mar. 13Mar. 29Mar. 11Feb. 21Jan . 1 6May 22Apr. 15Apr. 5Dec. 20Jan. 21Feb. 10
Peak discharge
(cfs)
2,4302,8601,8401,0404,6703,1001,9802,9004,8802,1408,5003,4604,0804,4304,5303,6302,3103,8502,120
Antecedent base
discharge (cfs)
149145177
50326390287216172152210246
91204265389164
80275
Direct runoff
(in)
1.012.44
.72
.362.161.311.481.741.841.452.711.981.702.061.491.93
.76
.97
.66
Associated precipitation
(in)
2.645.302.302.104.363.513.294.184.754.014.913.384.806.253.524.482.623.312.28
Storm duration (days)
1211223222112111111
Antecedent precipitation
(in)
5 -day
01.0002.66
.372.982.92
.18
.66
.0301.52.58
2.571.392.59
.31
.981.70
30-day
4.744.308.304.723.607.435.774.783.794.773.826.602.485.07(a)5.895.974.375.97
Annual runoff (in)
_36.0226.7821.1545.6323.1327.1243.0134.0428.7034.8729.5030.6927.0624.9931.0735.4922.6033.22
a Record missing; not computed.
Nottely River near Ivylog, Ga. (3B-5525) Lat 34°55'32", drainage area, 191 sq mi; mean annual precipitation, 54
long 84°03'39"; ,08 in.
Water year
1937 1938 1939 1940 1941
Data relative to annual peak discharges
Date
Jan. 3 July 22 Feb. 15 Apr. 19 July 5
Peak discharge
(cfs)
4,090 11,500 5,260 3,940 6,410
Antecedent base
discharge (cfs)
310 213 330 241 240
Direct runoff
(in)
1.40 3.58 1.06
.64
.96
Associated precipitation
(in)
4.16 11.15 3.46 3.27 4.47
Storm duration (days)
34 21 2
Antecedent precipitation
(in)
5-day0.74 1.28 1.65 0 1.16
30-day5.83 4.51 8.70 3.42 5.45
Annual runoff (in)
26.05 27.57 26.36 17.57 16.87
Oconee River at Athens, Ga. (2B-2165) Lat 33°57', long 83°22'; drainage area, 285 sq mi; mean annual precipitation, 51.81 in.
Water year
1945 1946 1947 1948
Data relative to annual peak discharges
Date
Apr. 25 Jan. 6 Jan. 21 Feb. 10
Peak discharge
(cfs)
4,900 7,450 4,030 3,390
Antecedent base
discharge (cfs)
205 412 558 368
Direct runoff (in)
1.17 1.79 1.67 1.46
Associated precipitation
(in)
4.98 5.94 4.11 3.84
Storm duration (days)
2 2 2 2
Antecedent precipitation
(in)
5-day
0.25 0 1.60
.17
30 -day
3.92 6.12 5.31 3.55
Annual runoff (in)
13.36 22.42 14.64 22.40
GEORGIA 93
Potato Creek near Thomaston, Ga. (2B-3465) Lat 32°54'15", long 84°21'45"; drainage area. 186 sq mi; mean annual precipitation, 49.80 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 28Jan. 14July 13Mar. 22Mar. 22Mar. 20Apr. 26Jan. 8Mar. 8Feb. 9Nov. 27Mar. 7Apr. 24Mar. 5Apr. 30Dec. 6Apr. 15Feb. 28Apr. 6Nov. 19June 2Mar. 30
Peak discharge
(cfs)
4,0001,7501,4505,2504,2406,3803,1403,5804,6402,4009,2401,500
9975,8104,2402,3001,5802,5903,6705,2605,4802,980
Antecedent base
discharge (cfs)
267148160312255257410315183342250219135442181119270149260156173290
Direct runoff (in)
2.09.89.28
2.051.861.74
.971.302.051.074.02
.83
.502.351.481.38
.65
.311.361.321.791.28
Associated precipitation
(in)
5.683.291.284.433.864.103.293.085.003.206.973.012.394.374.945.042.721.832.833.435.573.14
Storm duration (days)
4321221223344213412232
Antecedent precipitation
(in)
5 -day
1.79.91.48.69
3.59.26
1.55.39.44.12
2.741.02
.301.13
.20
.011.73
.38
.641.451.390
30 -day
6.334.697.584.416.685.253.956.022.283.675.524.713.334.883.731.733.535.095.782.645.463.67
Annual runoff (in)
15.0413.178.35
16.5718.0822.5612.1118.0618.2323.7123.909.527.44
18.1823.1112.338.91
11.3617.2419.6212.6820.38
Tobesofkee Creek near Macon, Ga. (2B-2135) Lat 32°48', long 83°46'; drain age area, 182 sq mi; mean annual precipitation, 46.63 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr . 30Apr. 8Mar. 1Feb. 19Dec. 28Dec. 24Mar. 22Mar. 21Apr. 25Dec. 26Mar. 8Nov. 12Nov. 28Mar. 7Apr. 23Mar. 5May 1Dec. 6Apr. 14Mar. 16May 4Mar. 7Feb. 4Mar. 31
Peak discharge
(cfs)
a3,0604,8604,2602,220
8518,2705,7009,8302,0903,1704,0502,4507,5501,2901,3805,7007,7901,5802,0901,9304,0402,5202,2302,920
Antecedent base
discharge (cfs)
18627623319215050
210204
87186143146286141154301143
92122160105247107249
Direct runoff
(in)
1.011.942.69
.92
.262.241.852.93
.841.182.22
.843.01
.84
.511.833.16
.79
.63
.721.36
.92
.701.23
Associated precipitation
(in)
3.014.445.232.601.134.933.506.413.962.694.872.996.193.141.763.796.594.173.142.473.593.242.843.27
Storm duration (days)
123222223121231123423222
Antecedent precipitation
(in)
5-day
0.914.182.04
.39
.6003.01
.361.600
.41
.993.14
.69
.62,45.17.02
1.55.93
0.03.71
0
30-day
4.537.886.792.924.134.445.835.652.674.122.144.846.103.073.715.774.411.233.105.313.324.933.823.44
Annual runoff (in)
_11.9211.7111.408.22
16.4820.0518.219.40
14.1016.1923.9319.997.826.75
14.5319.6810.546.99
10.0316.4218.1110.7519.09
a Maximum during period Mar. 23 to Sept. 30.
94 GEORGIA
Toccoa River near Dial, Ga. (3B-5580) Lat 34°47'24", long 84°14'24"j drain age area, 177 sq mij mean annual precipitation, 57.75 in.
Water year
19141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 14Dec. 25July 9Mar. 4Jan. 28Dec. 22Apr. 2Feb. 10Jan. 21Dec. 17Mar. 5Dec. 31Jan. 18Dec. 28Mar. 30Sept. 25Mar. 7Apr. 4Dec. 14Dec. 28Mar. 3Mar. 12Apr. 2Jan. 3Apr. 8Feb. 3Aug. 13July 5Feb. 17Dec. 29Feb. 27Sept. 16Feb. 10Jan. 20Feb. 12Aug. 17Mar. 13Mar. 29Mar. 11Feb. 21Jan. 16Mar. 22Apr. 16Apr. 5Dec. 20Jan. 21July 27
Peak discharge
(cfs)
al,260a2,6809,200
a4,700al,880a6,0805,5608,2206,6003,5504,1002,4502,4003,4001,9805,6603,6602,4007,1207,2005,5601,9008,1403,3406,4503,2402,9404,3303,8804,8103,0401,6107,4906,1604,0206,2306,3807,410
10,8004,8507,8405,1704,6505,4902,4693,5303,100
Antecedent base
discharge (cfs)
386413370905295755
1,200590403514606235300380560376433692414920401588780480611495185291392429638166640340660358630459635605222412695510492254215
Direct runoff (in)
0.34.69
5.242.12
.722.031.173.341.90
.69
.68
.37
.55
.79
.441.05
.72
.411.192.891.89
.321.351.451.50
.55
.66
.81
.751.79
.84
.451.781.371.11
.951.331.491.721.111.58
.741.021.46
.52
.62
.24
Associated precipitation
(in)
2.533.25
10.015.861.373.804.176.546.903.491.942.623.032.902.405.133.851.633.847.184.331.694.105.372.931.894.055.563.265.303.224.735.154.003.544.595.035.504.933.525.972.663.294.752.123.401.73
Storm duration (days)
114322233112111212153214221313242I2222112111111
Antecedent precipitation
(in)
5-day0.17
.69
.95
.31
.76
.833.26
.66
.062.12
.19
.48
.033.741.53
.45
.081.322.2803.451.081.071.302.612.37
.37
.75
.051.021.56
.52
.883.192.94
.02
.86
.0701.11
.67
.681.082.19
.201.34
.22
30-day3.958.006.846.705.826.599.345.164.965.765.225.585.228.965.529.991.294.749.74
10.884.944.954.746.808.536.822.094.404.666.249.393.195.039.436.723.284.805.124.616.753.206.037.395.696.814.394.80
Annual runoff (in)
19.8535.1951.2349.1428.9949.1957.2944.4347.3544.1938.6221.0525.4734.0243.7854.4939.0727.6444.3053.7327.1133.2939.4835.1135.9834.7923.5521.8731.9940.5931.1324.4455.5931.4031.6949.4044.4735.1041.2730.9331.7830.9931.7537.0741.3527.8136.44
a Maximum daily discharge.
Towaliga River near Porayth, Ga. (2B-2115) Lat 33°07', long 83°57' ge area, 515 aq mi; mean annual precipitation, 47.89 in.
drain-
Water year
1945 1946 1947 1948 1949
Data relative to annual peak discharges
Date
Apr. 26 Jan. 7 Mar. 7 Feb. 10 Nov. 27
Peak discharge
(cfs)
7,3207,700 7,900 4,110
13,200
Antecedent base
discharge (cfs)
85 466 386 515 110
Direct runoff (in)
1.46 1.58 2.33 1.03 4.01
Associated precipitation
(in)
4.69 3.25 5.29 2.49 7.28
Storm duration (days)
3 2 2 2 2
Antecedent precipitation
(in)
5-day1.03
.43
.55
.19 3.12
30-day2.48 5.65 2.44 3.85 6.19
Annual runoff (in)
12.32 16.82 1.7.15 21.88 22.97
IDAHO 95
Palouse River near Potlatch, Idaho.drainage area. 312 sa mi: mean annua
Water year
1915 1916 1917 1918 1919
(13-3450) Lat 46°55'00", long 116 1 oreciDitation. 22.32 in.
Data relative to annual peak discharges
Date
May 21 Mar. 21 Apr. 24 Mar. 26 Mar. 19
Peakdischarge
(cfs)
2,780 5,090 3,670 2,780 3,360
Antecedent base
discharge (cfs)
83 918
1,030 580 270
Direct runoff (in)
0.78 1.84 1.67 1.01
.89
Associated precipitation
(in)
2.23 1.75
.96
.62
.89
Storm duration (days)
3 4 6 5 2
Antecedent precipitation
(in)
5 -day0,17
.03
.52
.31
.23
30 -day2.16 2.84 3.85 1.62 3.49
°57'00"
Annual runoff (in)
4.98 16.29 16.17 11.90 9.98
Note.--Flow partly regulated by reservoir 8 miles above station
ILLINOIS
Bay Creek at Nebo. 111. (5-5130) Lat 39°26'35", long 90°47'45' area, 162 sq ml; mean annual precipitation, 36.87 in.
drainage
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 27Apr. 19Oct. 4May 18Apr. 11June 9Aug. 16Nov. 3July 26July 20Dec. 21May 22Apr. 23Mar. 31July 22Aug. 29June 19June 14July 31Feb.. 10Apr. 16
Peak discharge
(cfs)
1,5503,230
15,50010,00010,60012,10023,50010,30011,2005,8803,6003,0902,440
7362,5005,3005,880
11,80014,2005,1607,910
Antecedent base
discharge (cfs)
0.16.13.9
1766332342854579.3
168817
003
52187.0
44
Direct runoff
(in)
0.10.56
2.783.931.723.313.072.591.211.07
.73
.16
.35
.17
.45
.51
.351.381.551.111.04
Associated precipitation
(in)
0.443.715.874.412.825.413.625.871.985.162.73
.86
.821.492.213.482.85"1.822.961.542.08
Storm duration (days)
143423142421121212113
Antec precipi
(in
5 -day0.24
.02
.882.25
.42
.85
.4201.56
.1900
.060
.090
.551.12
.24
.05
.15
edent tation
30-day
2.861.605.467.513.473.487.963.677.664.28
.601.092.333.001.01
.424.047.357.462.072.62
Annual runoff
(in)
0.692.02
18.1814.67
7.4814.4311.7115.30
6.648.176.765.406.831.431.423.641.677.577.314.787.17
96 ILLINOIS
Bay Creek at Pittsfleld, 111. (5-5125) Lat 39°37'30", long 90°47'40" drainage area, 39.6 sq mi; mean annual precipitation, 36.84 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 17Apr. 19Oct. 4May 8Apr. 11June 9June 18June 30July 12July 20Apr. 3Feb. 18June 22Nov. 25July 22May 28Apr. 29May 17Oct. 23Feb. 10Mar. 30
.Peak discharge
(cfs)
7542,7602,7803,9405,9208,3006,6103,1203,1204,2802,5201,5602,370
5306,8405,9204,1608,0502,1306,1503,740
Antecedent base
discharge (cfs)
0.136.64.98.23.21.94.72.61.3
14.1.7
2.6.2.1
3.804'. 6
.63.37.1
Direct runoff (in)
0.15.95
1.601.181.974.441.601.17a. 67.85.54
1.93.42.14
1.74.95.63
2.53.35
2.762.67
Associated precipitation
(in)
1.472.194.683.022.845.523.222.46
.524.261.412.161.551.962.492.383.602.802.381.571.33
Storm duration (days)
122223222325221211211
Antec precipi
(in
5 -day
0.231.55
.69
.13
.43
.60
.67
.97
.45
.07
.11
.37
.200
.06
.11
.34
.74
.08
.070
edent tat ion
30-day
1.232.825.522.743.583.231.517.388.394.101.381.473.892.05
.862.80
.735.421.302.112.13
Annual runoff (in)
0.962,92
17.3913.06
7.3517.0610.8314.625.486.087.245.738.441.753.415.701.469.794.406.988.53
a Runoff increased by unobserved rainfall.
Bear Creek near Marcelllne, 111. (5-4955) Lat 40°08'34", long 91 "20'14' drainage area, 548 sq mi; mean annual precipitation, 55.29 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 11Mar. 26Jan. 6Apr. 6Mar. 19Feb. 22June 19July 22Mar. 18May 17June 1May 28Oct. 5June 11July 31Feb. 10July 1
Peakdischarge
(cfs)
14,8009,6406,470
12,00011,100
_12,10021,2004,6802,2303,030
10,3004,9208,4705,2107,120
15,700
Antecedentbase
discharge(cfs)
47130
9096
250447149
26105
2728221.3
6223
9195
Directrunoff
(in)
a4.061.46
b2.902.54
b3.31al.541.492.59
.60
.27
.381.19
.511.30
.991.462.54
Associatedprecipitation
(in)
3.721.892.653.212.36
.472.502.811.311.322.812.843.802.342.552.153.99
Stormduration(days)
31621121213311223
Antecedentprecipitation
(in)
5-day
02.03
.12
.27
.53
.013.61
.98
.04
.04
.44.29.54.79.91
02.71
30-day
4.193.701.922.353.522.385.584.532.732.431.614.032.313.927.031.727.81
Annualrunoff(in)
_14.676.25
11.318.825.347.129.006.402.611.906.851.114.154.784.29
12.52a Runoff increased by snowmelt .b Runoff increased by snow and icemelt.
ILLINOIS 97
Boneyard Creek at Urbana, 111. (3A-3370) Lat 40°06'40", long 88 0 13'40 drainage area, 4.64 sq ml; mean annual precipitation, 56.05 In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 15July 6July 17July 9June 13Mar. 14Apr. 10Oct. 10Oct. 6July 13May 4May 20June 23
Peakdischarge
(cfs)
a345350512440404422255355561454414440358
Antecedentbase
discharge(cfs)
_1.61.31.72.95.31.62.02.43.62.91.72.7
Directrunoff
(in)
_0.20
.66
.55
.46.46.25.30
1.60.55.67
1.39.73
Associatedprecipitation
(in)
_1.283.442.351.891.961.092.736.162.762.803.963.44
Stormduration(days)
_111111121223
Antecedentprecipitation
(in
5 -day
_0
.120
.76
.681.680
.730
.30
.07
.78
30-day
_4.553.083.955.463.053.21
.813.155.132.353.884.91
Annualrunoff
(in)
_12.8617.8312.9212.9711.088.77
11.3411.6014.4015.6811.9011.59
a Maximum during July 15 to Sept. 30; no record prior to July 15.
Cache River at Forman, 111. (3A-3875) Lat 37°21'00", long 88°54'50"; drainage area, 242 sq mi, and 243 sq mi (revised) 1959-60; mean annual precipitation, 45.65 in.
Wateryear
192319241924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 3Dec. 14Dec . 24Mar. 17Nov. 8Mar. 19Dec. 15Jan. 26Jan. 15Mar. 9Jan. 19Jan. 1Mar. 28Mar. 12Apr. 7Jan. 16Apr. 1Mar. 6Apr. 20Jan. 24Apr. 10Mar. 20Apr. 12May 7May 27Apr. 12Apr. 14Jan. 26Jan. 5Jan. 16Mar. 12Mar. 3Apr. 7Mar. 23Feb. 19May 24July 20Jan. 22Dec. 18
Peakdischarge
(cfs)
3,8903,4303,4301,0402,1108,1406,3808,9504,6301,6302,1806,860
9509,6302,7808,6203,2604,3101,7701,1403,5807,8404,9107,6803,0501,8304,1505,8808,8604,0405,0101,4801,5003,2601,9008,2505,1104,1001,770
Antecedentbase
discharge(cfs)
890273960180417775136370520
6.90532
1,21044
275200275100759656
2865
20597
800176400224980530430114
3319
142122795211
78165
Directrunoff(in)
1.912.291.23
.391.38
a3.543.43
a3.871.83
.891.783.30
.564.46
.75b5.021.552.021.06
.282.103.722.672.981.83
.582.323.745.582.102.83
.63
.571.891.514.604.112.26
.45
Associatedprecipitation
(in)
3.313.801.981.043.233.165.122.532.763.382.983.911.876.481.994.882.763.013.551.614.024.565.013.853.101.484.634.927.922.533.822.481.253.663.407.567.112.951.83
Stormduration(days)
353133312251122332322131212452233233321
Antecedentprecipitation
(in)
5 -day1.491.73
.091.40
.34
.94
.42
.113.56
.1600
.10
.44
.592.60
.10
.88
.35
.03
.04
.37
.061.32
.081.43
.911.62
.97
.34000
.78
.383.28
.8676
1.71
30-day5.473.605.783.164.891.632.984.398.982.984.553.662.452.373.955.772.317.314.922.753.982.473.639.236.804.434.677.705.892.201.861.261.233.424.576.906.261.702.39
Annualrunoff(in)
---
6.1913.4239.6528.2030.7815.473.81
14.8727.434.54
29.946.09
22.1712.9815.238.422.10
16.2715.538.55
29.2117.2811.3215.6925.9643.7318.8822.346.004.10
10.999.23
21.2531.8011.4810.30
a Runoff increased by snowmelt.b Runoff increased by icemelt.
ILLINOIS
Canteen Creek at Caseyvllle, drainage area, 22.5 sq mij me
111. (5-5895) Lat 38°38'35", long 90°01 an annual precipitation, 38.25 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 4Sept. 2July 9May 18
Apr. 22, 23May 15Aug. 16June 30July 26Aug. 11Jan. 4June 20Apr. 1May 17Sept. 20July 5July 4June 15July 18Feb. 10June 29
Peak discharge
(cfs)
502742
4,6402,0901,3902,290
10,0002,5703,2902,3202,4802,970
-327
2,0002,0803,650
10,2001,7901,5102,520
Antecedent base
discharge (cfs)
0.5.2
6.631.09.69.42.2
12.018.03.2
16.15.8
20.06.4
.2
.502.3
13.58.09.01.2
Direct runoff (in)
0.46.44
3.693.721.81
.9710.61
.822.10
.712.141.11
.83
.191.011.121.607.782.321.681.89
Associated precipitation
(in)
1.232.195.108.162.492.79
13.722.793.64
.734.251.391.251.394.131.442.44
10.903.411.883.64
Storm duration (days)
122411221121112212224
Antecedent precipitation
(in)
5-day0002.07
.02
.09
.661.491.29
.03
.021.760
.310
.0601.701.670
.64
30-day1.122.215.425.502.223.518.143.998.256.654.004.804.013.14
.362.813.428.603.221.982.91
Annual runoff
(in)
3.291.94
12.9514.975.67
10.6223.2615.2312.7813.9217.0713.3613.742.651.703.236.46
22.0714.618.126.71
Crow Creek near Washburn, 111. (5-5595) Lat 40°57'15", long 89 0 18'30"; drainage area, 125 sq ml; mean annual precipitation, 55.62 in.
Wateryear
1945194619471948194919501951195?19531954195519561957195819591960
Data relative to annual peak discharges
Date
May 15Jan. 5Apr. 5Mar. 19Feb. 13Apr. 25July 9Apr. 13June 13May 28Apr. 20July 8June 28June 13Feb. 10Mar. 30
Peakdischarge
(cfs)
1,2602,3403,7002,8402,4803,6604,8501,9501,4505,7501,650
7002,1802,3601,3503,570
Antecedentbase
discharge(cfs)
13680
104147
14119
36102
3519763.5
35802.8
28
Directrunoff(in)
0.66a. 75
.97
.67
.711.081.56
.63
.231.28
.39
.09
.51
.51
.231.34
Associatedprecipitation
(in)
2.29.44
2.331.35
.973.625.442.911.513.892.431.351.612.271.09
.69
Stormduration(days)
2211232322212111
Antecedentprecipitation
(in)
5 -day
1.21.45.01.38.78.15.04.06.73.02.08
2.72.33
1.60.01.02
30 -day
5.302.372.492.153.923.215.312.273.48
.762.283.603.684.381.711.47
Annualrunoff(in)
5.006.817.754.613.99
11.7111.2612.634.106.046.41
.554.717.275.278.25
a Runoff increased by snow and icemelt.
ILLINOIS 99
Deer Creek near Chicago Heights, 11187"35'25"; drainage area, 24.4 sq mi
. (4-0885) Lat 41°31'15", long , and 23.2 sq mi (revised) I960;
mean annual precipitation, 32.93 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
(a)Feb. 13Dec. 22May 11Nov. 14June 10Mar. 25Oct. 11Apr. 29July 13June 10Apr. 28Jan. 13
Peakdischarge
(cfs)
663376483467419435417637467
1,380471850430
Antecedentbase
discharge(cfs)
-6.0
.67.81.92.6
13.01.12.13.92.34.47.6
Directrunoff(in)
-0.61
.881.131.00
.54
.671.821.281.921.401.54
.79
Associated'precipitation
(in)
-1.423.533.522.184.472.527.573.166.494.093.401.08
Stormduration(days)
-221242231221
Antecedentprecipitation
(in)
5 -day-
0.43.10.22
0.90
1.04.14.08
0.01
0
30 -day-
3.792.163.191.652.692.722.101.565.993.031.991.12
Annualrunoff(in)
-5.80
12.499.308.855.115.378.756.647.537.66
10.2712.03
a May 10 or 11
Des Plaines River near Des Plaines, 111. (5-5290) Lat 42°04'55", long 87"53'25"; drainage area, 374 sq mi, and 359 sq mi (revised) 1956-60; mean annual precipitation, 31.69 in.
Water year
194119421943194419451946194719481949195019511952195319541954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 16Oct. 24Feb. 25
Mar. 15, 16May 17Jan. 10June 2Mar. 22Feb. 25Apr. 25Feb. 26Nov. 15Mar. 15Apr. 26June 4Oct. 11Apr. 29July 13Mar. 6Apr. 28Apr. 2
Peak discharge
(cfs)
1,4302,0602,4702,4701,8302,5101,9203,4901,7004,0402,4102,690
6691,7701,7701,800
8802,6101,2201,1904,670
Antecedent base
discharge (cfs)
380736170282366
70639
1,640670233
1,00013346
23949
1912534
860114140
Direct runoff
(in)
aO.23.34
1.981.02
.621.45
.631.26
.301.463.57
.89
.25
.37
.45
.33
.24
.62
.12
.243.06
Associated precipitation
(in)
0.16.80
(b)1.992.361.713.041.78
.553.33(to)2.331.202.474.432.183.711.90
.252.28
.87
Storm duration (days)
12
203385112
202223122121
Antecedent precipitation
(in)
5-day
0.20.96
(b).02.42.19
1.40.34.35.11
(b).29.30.90.27.47.06.14.20.29.11
30 -day
2.007.190>)2.354.691.544.502.572.963.19(b)3.291.513.202.313.821.232.24
.282.27
.97
Annual runoff (in)
7.6010.829.786.184.998.666.719.004.629.35
11.9015.562.896.506.508.402.185.884.865.29
17.70Runoff increased by snow and Seasonal snowmelt rise.
770-960 O-65-8
100 ILLINOIS
DuPage River at Troy, 111. (5-5405) Lat 41°31'2l", long 88°11'35"; drainage area, 325 sq ml; mean annual precipitation, 55.91 In.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 11Feb. 6May 21Mar. 15May 17Jan. 5Apr. 5Mar. 19Feb. 13Apr. 25Feb. 19June 14June 10Mar. 25Oct. 11May 11July 13June 13Apr. 28Jan. 13
Peak discharge
(cfs)
1,7304,3602,6402,2201,8203,7005,200
11,0004,5009,0704,2302,3905,1003,830
12,0001,8806,0402,8804,3603,460
Antecedent base
discharge (cfs)
24982
65580
335265313350100348278
87175108269365
50160127221
Direct runoff (in)
0.26.57
1.30.61.75.65.94
1.82.63
1.301.00
.32
.66
.553.25
.43
.98
.53
.54
.91
Associated precipitation
(in)
1.161.233.342.832.75
.843.533.151.443.291.053.153.003.037.552.075.801.832.673.00
Storm duration (days)
23523322344211221112
Antec precipi
(in
5 -day
0.75
1.57.03.46.23.06.51
0.13.44.25
1.20.47
1.121.04
.072.07
.050
sdent tat ion
30-day
2.26.76
5.261.815.301.432.142.603.213.751.832.813.381.933.544.433.584.621.941.91
Annual runoff (in)
5.8711.8111.665.686.239.239.41
10.076.79
12.8911.5311.615.757.33
16.334.766.937.988.50
13.16
Farm Creek at East Peoria, 111. (5-5620) Lat 40°40'05", long 89°34'45"; drainage area, 60.9 sq ml; mean annual precipitation, 34.94 In.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 3Apr. 22June 16June 19Apr . 2.9July 25Jan. 27Apr. 24July 9June 8July 6Aug. 25Feb. 19Aug. 13May 13Oct. 23Mar. 26
Mar. 30, 31
Peakdischarge
(cfs)
10,10010,90014,3003,360
22,0006,5401,5905,6705,1202,2905,6701,3301,2602,0203,5301,2302,2101,020
Antecedentbase
discharge(cfs)
4250
63072
7206.4
2113
24.8
163.08.6
.9117.0
Directrunoff
(in)
2.242.161.751.44
a2.74.79.16
2.26.73.30
1.29.45
1.08.15.35.25.32
1.72
Associatedprecipitation
(in)
3.633.112.052.502.401.801.245.052.221.313.422.611.262.061.913.551.101.63
Stormduration(days)
232211222212211221
Antecedentprecipitation
(in
5 -day0.74
.34
.22
.52
.531.61
.71
.31
.01
.03
.48
.110
.071.1000
.02
30-day2.314.532.564.905.016.314.401.284.913.684.026.00
.572.245.18
.892.051.46
Annualrunoff(in)
-12.309.687.91
13.978.552.77
14.3212.2713.606.226.107.532.015.516.005.507.84
a Additional runoff produced by unobserved rainfall. Note.--High flows regulated by reservoirs upstream.
Galena River at Galena. 111. (5-4160) Lat 42°24'50", long 90°25'40"; drainage area, 192 sq mi; mean annual precipitation, 52._45 i_n._
Water year
1935 1936 1937 1938
Data relative to annual peak discharges
Date
Mar. 4 Aug. 28 Feb. 21 Feb. 6
Peak discharge
(cfs)
2,150 2,200
11,400 6,320
Antecedent base
discharge (cfs)
88 30 64 34
Direct runoff
(in)
aO.60 .31
1.66 bl.79
Associated precipitation
(in)
0.16 2.94 2.09 1.15
Storm duration (days)
1 2 2 4
Antecedent precipitation
(in)
5-day
0.53 1.10
.10
.31
30 -day
1.21 2.43 1.48 1.93
Annual runoff (in)
5.22 9.71
10.78a Runoff increased by snowmelt.b Runoff Increased by snow and icemelt.
ILLINOIS 101
Goose Creek near De Land, 111. (5-5715) Lat 40°05'40", long 88°37'52' drainage area, 47.3 sq mi; mean annual precipitation, 37.75 in.
Wateryear
195119521953195419551956195719581959
Data relative to annual peak discharges
Date
July 9June 22Mar. 15June 7June 11May 28Apr. 27July 11Feb. 10
Peakdischarge
(cfs)
863438788
1,400347326482
2,8903,340
Antecedentbase
discharge(cfs)
4233192.9
169.9
592410
Directrunoff
(in)
0.79.47.73.78.39.25.67
2.382.30
Associatedprecipitation
(in)
2.643.052.201.613.404.162.974.322.39
Stormduration(days)
124222411
Antecedentprecipitation
(in)
5-day0.480
.11
.35
.68
.23
.95
.06
.01
30 -day6.834.213.133.334.412.785.587.692.06
Annualrunoff(in)
-13.455.921.793.683.338.92
12.009.33
Hadley Creek at Kinderhook, 111. (5-5105) Lat 39°41'35", long 91°08'55"; drainage area, 72.8 sq mi; mean annual precipitation, 36.57 in.
Water year
1940194119421945194419451946194719481949195019511952.19531954195519561957195819591960
Data relative to annual peak discharges
Date
June 1 1Apr. 19June 19Dec. 27Apr. 23June 9June 18Nov. 3July 25July 20Dec. 21Feb. 18Mar. 18Nov. 18Apr. 22Aug. 29Apr. 29May 17July 15Feb. 10June 29
Peak discharge
(cfs)
5,7607,5208,2607,780
15,0008,5008,5009,3003,9808,9303,5203,2503,070
8341,620
11,80012,60013,2006,120
a5,6005,000
Antecedent base
discharge (cfs)
1.016.041.06.0
100.014.07.97.96.12.63.2
10.028.0
04.7
.2
.5307.7
1512
Direct runoff
(in)
0.391.25
.991.903.132.931.362.57
.491.77
.951.010.63
.11
.361.661.622.211.331.931.37
Associated precipitation
(in)
0.782.622.422.823.636.103.275.801.943.293.191.351.421.732.423.633.553.083.171.433.26
Storm duration (days)
222323242123111212112
Antecedent precipitation
(in)
5 -day0.42
.96
.29
.22
.28
.25
.6301.78
.380
.41
.040
.030
.33
.61
.80
.021.08
30-day2.102.194.331.495.042.691.333.747.344.38
.861.001.95
.533.61
.27
.645.784.602.143.06
Annual runoff
(in)
1.384.22
18.0214.9311.5118.9011.0519.356.348.186.774.806.022.081.509.283.90
13.847.186.268.79
a About.
Hadley Creek near Shinn, 111. (5-5110) Lat 39°39'55", drainage area, 73.6 sq raij mean annual precipitation,
long 91°09'12' 36.57 in.
Water year
1941 1942 1943 1944 1945 1946
Data relative to annual peak discharges
Date
Apr. 19 June 19 Dec. 27 Apr. 23 June 9 June 18
Peak discharge
(cfs)
6,410 7,390 8,100
15,000 8,530 7,770
Antecedent base
discharge (cfs)
7.8 41 32
100 13 8.6
Direct runoff
(in)
0.89 1.72 2.30 3.21 2.86 1.06
Associated precipitation
(in)
6.88 2.48 2.88 3.64 5.70 2.50
Storm duration (days)
5 3 2 3 3 2
Antec precipi
(in
5 -day0.02
.17
.22
.27
.93
.58
sdent tation
30-day1.37 4.61 1.51 5.17 2.26 1.72
Annual runoff (in)
15.10 12.22 19.50 11.00
102 ILLINOIS
Henderson Creek near Little York, 111. (5-4675) Lat 41°02'35", long 90"44'45"; drainage area, 151 sq mi; mean annual precipitation, 34.72 in.
Wateryear
194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Feb. 13Oct. 10June 5Mar. 16May 16Jan. 6Apr. 6Mar. 20Feb. 14Apr. 25Feb. 19June 21July 6June 2Feb. 20July 9June 13June 12
Peakdischarge
(cfs)
7082,0502,9201,9902,2302,1104,9005,4002,7008,2503,0901,1601,3601,7901,9701,8701,2201,870
Antecedentbase
discharge(cfs)
3.5130116
722694572
1588544
23292206445384140
Directrunoff
(in)
aO.341.671.231.041.841.081.30
bl.03.99
2.35cl.56
.51
.351.17
.99
.83
.291.61
Associatedprecipitation
(in)
0.345.352.383.693.551.282.75
.381.205.651.432.752.073.661.333.421.805.03
Stormduration(days)
143342222352432144
Antecedentprecipitation
(in)
5 -day
0.025.47
.17
.28
.46
.43
.032.82
.01
.13
.320
.371.1404.48
.550
30 -day
2.129.935.343.476.581.792.055.7.'2.972.291.354.113.661.581.227.843.623.03
Annualrunoff
(in)
2.9714.4212.737.59
10.155.99
10.885.428.42
11.9012.2410.823.794.488.273.543.466.65
a Runoff increased by Icemelt.b Runoff increased by snow and icemelt.c Runoff increased by snowmelt.
Kaskaskia River at Bondville, 111. (5-5900) Lat 40°06'47", long drainage area, 12.3 sq mi; mean annual precipitation, 36.55 in.
3 20'55"
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 15Dec. 22Feb. 21June 22Mar. 31June 7July 23Oct. 6June 28July 11Feb. 10June 23
Peakdischarge
(cfs)
368320427218299337180207235774
1,160536
Antecedentbase
discharge(cfs)
1013687.28.21.61.0
.26.17.42.5
26
Directrunoff(in)
0.841.161.29
.45
.96
.73
.31
.36
.492.002.61
.63
Associatedprecipitation
(in)
1.893.092.012.612.561.361.776.492.763.101.872.19
Stormduration(days)
222222222221
Antecedentprecipitation
(in)
5-day0
.40
.52001.00
.02
.80
.02
.40
.391.54
30 -day3.711.862.465.084.773.333.703.224.237.142.596.50
Annualrunoff(in)
-20.1614.7412.704.602.023.874.338.72
15.0610.7610.22
Kaskaskia River near Arcola, 111. (5-5910) Lat 39°40'52", long drainage area, 590 sq mi; mean annual precipitation, 35.94 in.
°22'34";
Water year
1908 1909 1910 1911 1912
Data relative to annual peak discharges
Date
May 8 July 16 Jan. 19 Sept. 30 Mar. 1
Peak discharge
(cfs)
-
Antecedent base
discharge (cfs)
665 598 714 394
Direct runoff
(in)
1.66 1.17 1.73
.91
Associated precipitation
(in)
3.72 2.84 (a) 3.02
Storm duration (days)
4 2
141
Antecedent precipitation
(in)
5-day0.04 2.45 (a) .31
30 -day4.735.11 (a) 6.47
Annual runoff (in)
13.57 9.31 9.01
a Seasonal snowmelt rise.
ILLINOIS 103
Klckapoo Creek at Peoria, 111. (5-5635) Lat 40°40'55", long 89°39'15"j drainage area, 296 sq mi; mean annual precipitation, 34.31 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 7May 21Mar. 15June 16Jan. 5Apr . 30Mar. 19Feb. 13Apr. 25July 22June 21July 6June 1Feb. 20Feb. 24June 15July 3Feb. 10Mar. 31
Peak discharge
(cfs)
4,9908,440
10,2005,690
10,4004,850
15,2006,380
15,80018,6004,5604,9807,3207,1001,8802,6308,2306,290
12,600
Antecedent base
discharge (cfs)
68270
32129120183-657366
18538
3659547
125521560
Direct runoff
(in)
0.601.511.15
.91al.76
.53-
a. 932.581.85
.98
.91
.761.01
.15
.271.01
.672.50
Associated precipitation
(in)
2.332.563.681.991.622.14-.88
5.183.032.792.902.201.47
.721.083.481.232.08
Storm duration (days)
332222-232212222221
Antecedent precipitation
(in)
5 -day
0.811.16
.34
.17
.24
.42-
0.18.43.05.87
2.21001.12
.010
.01
30-day
5.248.412.442.431.884.57-
3.173.396.835.253.632.52
.62
.654.486.201.381.40
Annual runoff (in)
-11.047.688.097.497.82-
5.6212.5912.2710.415.816.338.911.514.136.734.95
12.75a Runoff Increased by Icemelt.
Kickapoo Creek at Waynesville, 111. (5-5800) Lat 40°15'20", long 89°07 I 40" drainage area, 227 sq mi; mean annual precipitation, 37.09 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21Jan. 28Apr. 25Feb. 19June 23Apr. 1Apr. 11Feb. 19May 27Apr. 27June 13Feb. 10June 23
Peakdischarge
(cfs)
3,0005,0608,3005,2402,5702,7001,3001,5006,5003,6302,4407,9004,380
Antecedentbase
discharge(cfs)
276244158166130119
813421
3225040
180
Directrunoff(in)
0.30.61
1.29al.37
.69
.58
.23
.281.111.96
.622.371.06
Associatedprecipitation
(in)
1.731.573.481.213.242.381.671.106.074.36i:531.872.91
Stormduration(days)
3324222224113
Antecedentprecipitation
(in)
5-day0.28
.75
.17
.24
.0501.430
.461.013.16
.10
.63
30 -day2.665.182.891.296.183.813.40
.823.565.555.621.894.81
Annualrunoff(in)
-6.25
15.649.679.604.812.284.423.798.417.086.268.05
a Runoff increased by icemelt.
104 ILLINOIS
Klekapoo Creek near Klckapoo, 111. (5-5630) Lat 40°48'00", long 89°48'00"; drainage area, 120 sq mi; mean annual precipitation, 54.02 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 16Jan. 5June 17Mar. 19Feb. 13July 17July 22June 14July 21June 1Apr. 24May 27June 14July 2Apr. 26Mar. 30
Peakdischarge
(cfs)
3,2405,8403,8009,3406,1507,300
18,4003,8002,4203,9508,5901,3007,310
12,1006,000
blO,000
Antecedentbase
discharge(cfs)
741739
1822410346220
167120
2.052292628
Directrunoff
(in)
0.58al.90
.561.12
al.421.151.39
.62
.17
.55
.90
.14
.701.38
.491.97
Associatedprecipitation
(in)
2.171.641.541.98
.773.893.592.46
.721.791.893.521.253.541.852.04
Stormduration(days)
2221111221132221
Antecedentprecipitation
(in)
5 -day0.17
.29
.41
.440
.07
.451.28
.682.431.72
.061.08
.01
.01
.01
30-day2.481.825.802.652.953.616.984.905.012.723.102.254.756.581.971.28
Annualrunoff(in)
7.827.828.426.745.84
10.9712.9910.895.665.31
11.861.234.146.734.81
12.34a Runoff increased by snowmelt.to About .
Klckapoo Creek near Lincoln, 111. (5-5805) Lat 40°11'30", long 89°21'40"; drainage area, 506 sq ml; mean annual precipitation, 56.79 in.
Wateryear
19451946 .1947194819491950195119521953'1954195519561957195819591960
Data relative to annual peak discharges
Date
June 17June 13May 1July 27Jan. 29Apr. 26Feb. 19Apr. 14Apr. 2June 8Feb. 20May 28Apr. 27June 14Feb. 10June 23
Peakdischarge
(cfs)
1,7305,0503,0002,0302,0307,4005,3603,5902,4601,400
al,6007,8004,1102,7007,7606,640
Antecedentbase
discharge(cfs)
160112509
273572233203201641014528
5674657
246
Directrunoff
(in)
0.35.73.57.39.37
1.262.24
.86
.61
.19
.351.351.501.012.251.57
Associatedprecipitation
(in)
1.973.502.473.031.463.112.432.352.70
.901.185.894.484.462.083.05
Stormduration(days)
3125326432234513
Antecedentprecipitation
(in)
5 -day1.78
.071.00
.04
.86
.17
.30
.060
.580
.431.130
.17
.59
30-day4.812.814.223.265.393.091.402.803.873.86
.843.655.822.672.314.97
Annualrunoff(in)
5.30"12.3713. 2f
7.336.03
16.54-10.8?10.115.012.2?3.924.308.607.446.4C8.14
a About .
Lake Fork near Cornland, -111. (5-5795) Lat 39°57'00", long 89°23'10"; drainage area, 207 sq mi; mean annual precipitation, 37.52 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 27Jan. 28Jan. 15June 29Apr. 23Mar. 15June 1June 12Oct. 7Apr. 28July 28Feb. 10June 25
Peakdischarge
(cfs)
1,660-
2,4404,5701,5201,340
1521,020
6803,7601,9704,9002,060
Antecedentbase
discharge(cfs)
18759099842
32688
5628.0
476342
70125
Directrunoff(in)
0.54.33
1.162.41
.31
.39
.03
.30
.202.14
.442.40
.99
Associatedprecipitation
(in)
1.691.451.846.311.352.081.512.754.494.931.722.233.34
Stormduration(days)
2222142223213
Antecedentprecipitation
(in)
5 -day2.76
.87
.28
.70
.01
.17
.61
.942.251.15
.02
.03
.93
30 -day
3.715.776.973.623.523.181.914.714.075.377.052.305.01
Annualrunoff(in)
_7.81
18.2113.7310.554.28
.602.813.59
12.009.946.988.69
ILLINOIS 105
Mill Creek at Milan, 111. (5-4480) Lat 41°26'35", long 90°33'15"; drainage area, 62.5 sq ml; mean annual precipitation, 55.51 in.
Water year
19401941194219431944194519461947194819491950195119521953 1954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 3May 16July 6Dec. 27Mar. 15May 15Jan. 5Apr. 5Feb. 27Feb. 18June 18Feb. 19Mar. 22Feb. 20June 1Oct. 10July 8Feb. 9June 10Feb. 23Mar. 29
Peak discharge
(cfs)
450690
2,1304,7402,4501,0504,5702,7704,5702,2004,0005,960
8502,6101,7708,9804,320
8652,9808,1006,580
Antecedent base
discharge (cfs)
6.6-8.23.0
25.070.015.024.070.0
212.026.060.0
120.012.011.06.2
.71.58.4
1315
Direct runoff
(in)
0.34-.48
1.581.12
.76al.93
.901.39
bl.Ol1.03
a2.11.33.58.64
2.92.65.17.66
2.575.45
Associated precipitation
(in)
0.71-
1.753.722.852.601.312.802.0503.841.36
.981.543.554.812.16
.612.36
.41
.63
Storm duration (days)
2-2245222024213111224
Antec precipi
(in
5-day
0.02-.71.35.46
1.50.11.10
0.62
1.85.33.73.36
1.121.70
.64
.050
.050
edent tation
30-day
0.68-
5.431.193.465.271.612.03
.233.453.791.232.821.761.733.742.281.213.271.511.18
Annual runoff (in)
--
7.3012.889.796.169.03
10.726.468.829.63
11.759.423.683.12
12.431.951.884.059.26
22.89a Runoff Increased by snowmelt. b Runoff produced by Icemelt.
Money Creek above Lake Bloomlngton, 111. (5-5645) Lat 40°32'13", long 88" 54"59"; drainage area, 51.9 sq mi; mean annual precipitation, 35.88 In.
Water year
1934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Oct. 22May 9Feb. 26Nov. 2Jan. 24Mar. 12Mar. 3June 12Mar. 17May 18Apr. 23May 15June 20Apr. 30Feb. 28June 29Apr. 25Feb. 19Apr. 23July 6Apr. 11Feb. 19May 28Apr. 27June 14
Peak discharge
(cfs)
961,4401,4401,000
381980474
1,1401,1702,0501,930
8101,7403,900
690615
1,7201,200
770600720645515945
b740
Antecedent base
discharge (cfs)
0.46110
2.810.23.4
19.9.1
1.754
214118
678749
914.931257315.265141.8
914.4
Direct runoff (in)
0.08.81
1.82.63.42.93.19.91.87
2.931.98
.61
.941.37
.51
.161.27
al.21.56.49.54.52.49
1.761.07
Associated precipitation
(in)
3.422.001.463.691.503.511.882.862.314.663.341.531.152.881.151.083.591.181.922.641.86
.855.334.344.60
Storm duration (days)
2111222344212122241212344
Antecedent precipitation
(in)
5-day0.72
731.46
.51
.020
.141.06
.492.13
.31
.341.89
.54
.01
.55
.19
.3401.23
.95
.01
.34
.840
30 -day5.516.172.292.66
.992.92
.714.39
.917.666.104.636.983.63
.953.353.101.333.705.513.35
.853.745.852.38
Annual runoff (in)
-15.258,80
13.468.668.28
.92-
15.6721.2811.1210.1617.0111.827.897.38
18.2511.2011.046.163.726.041.637.365.69
a Runoff Increased by icemelt. b About.
106 ILLINOIS
North Creek near Lansing. 111. (4-0900) Lat 41°32'45", long 87°33'30"j drainage area, 18.2 sq mi, and 16.7 sq mi (revised) I960; mean annual precipitation, 32.77 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 11Feb. 13Apr. 25May 11Jan. 1Mar. 15Apr. 25Oct. 10Apr. 29July 13June 9May 21June 14
Peakdischarge
(cfs)
649531575649435531623692348515269328285
Antecedentbase
discharge(cfs)
_6.0
15.02.95.05.47.1
.81.52.96.77.01.3
Directrunoff(in)
_0.911.722.511.51
b2.28cl.284.421.132.001.05
.971.05
a Seasonal snowmelt rise. b Runoff
Associatedprecipitation
(in)
_1.482.663.57(a)2.181.257.513.354.433.193.283.74
* increased
Stormduration(days)
_342
1842232232
Antecedentprecipitation
(in)
5 -day_
0.01.12.01
(a).25
2.311.04
.11
.07000
30-day_
3.744.482.51(a)2.005.135.081.524.482.814.622.40
Annualrunoff(in)
_8.69
20.0612.9114.718.28
10.3713.377.418.699.06
12.0714.07
by icemelt. c Runoffincrease produced by unobserved rainfall .
Panther Creek near El Paso. 111. (5-5670) Lat 40°46'05 drainage area, 95.0 sq mi; mean annual precipitation,
long 89"04 34.02 in.
'30";
Wateryear
19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 17July 9Apr. 13July 6May 28Apr. 20May 28June 22Aug. 8Apr. 27June 13
Peakdischarge
(cfs)
2,91010,9002,350
7801,950
825525762
1,6503,0202,500
Antecedentbase
discharge(cfs)
9.561799.8
16362.3
55583654
Directrunoff
(in)
1.843.38
.96
.33
.66
.43
.24
.14
.591.10
.75
Associatedprecipitation
(in)
5.317.572.902.313.502.252.90
.752.032.432.38
Stormduration(days)
31312241212
Antecedentprecipitation
(in)
5 -day0.04
.01
.061.46
.06
.06
.12
.321.83
.230
30 -day3.767.202.454.83
.582.143.193.186.163.034.23
Annualrunoff(in)
14.5016.2511.964.125.786.301.025.506.127.958.61
Plum River below Carrol Creek near Savanna, 111. (5-4200) Lat 42°06'50", long 90"05"40"; drainage area, 231 sq mi; mean annual precipitation, 55.89 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 10Oct. 7June 2Mar. 15May 15Jan. 6June 1Feb. 28Feb. 25Sept. 22July 9Nov . 14Feb. 20June 4Feb. 20Feb. 25July 13July 15Mar. 20Jan. 13
Peak discharge
(cfs)
2,0501,4908,4703,7501,560
11,6002,330
10,7004,1803,7507,7803,5004,2001,4005,290
cl,9004,0002,8504,7305,650
Antecedent base
discharge (cfs)
2210026898
14050
14392
2802392
140606835164055
207193
Direct runoff
(in)
0.66.28
1.371.11
.62al.93
.66a2.10bl.17
.701.50
.79
.73
.77
.89
.33
.70
.56
.821.22
Associated precipitation
(in)
4.18.92
1.921.953.151.713.211.89
.113.134.362.431.254.72
.80
.592.771.701.102.90
Storm duration (days)
12153211111213112111
Antecedent precipitation
(in)
5-day
0.66.89.63.10.72.07
1.63.21.18
0.71.11.04
1.32001.68
.47
.850
30 -day
2.678.705.102.944.351.433.46
.352.562.424.543.981.602.29
.46
.553.163.742.942.30
Annual runoff (in)
_6.92
12.309.167.057.158.529.456.767.95
11.9812.625.253.646.683.314.365.499.03
17.53a Runoff increased by snowmelt. b Runoff increased by icemelt. c About.
ILLINOIS 107
Plum River near Savanna, 111. (5-4195) Lat 42°07'00", long 90°03'20"; drainage area, 164 sq mi; mean annual precipitation, 34.12 in.
Wateryear
1935193619371938193919401941
Data relative to annual peak discharges
Date
Mar. 11Mar. 4Feb. 21June 24Mar. 12June 24Sept. 9
Peakdischarge
(cfs)
2,2001,1405,1005,8202,290
5641,500
Antecedentbase
discharge(cfs)
118229
7047
1088
12
Directrunoff
(in)
aO.33a. 48
al.961.66
.31
.15
.66
Associatedprecipitation
(in)
0.31.02
1.383.41
.472.964.19
Stormduration
1123111
Antecedentprecipitation
(in)
5 -day
0.61.48.08
0.08
1.34.64
30 -day
1.942.121.575.062.473.092.47
Annualrunoff
(in)
_4.499.02
11.975.181.105.80
a Runoff increased by snowmelt.
Pope Creek near Keithsburg, 111. (5-4670) Lat 41°07'45", long 90°55 drainage area, 171 sq mij mean annual precipitation, 54.17 in.
'10";
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 18Feb. 26Feb. 21Jan. 24Mar. 12Mar. 3Feb. 13July 6Feb. 6May 23May 16Jan. 5July 1Mar. 19Feb. 19Apr. 25May 11Mar. 22July 6Mar. 25Oct. 11Oct. 6July 4July 31May 30Mar. 30
Peak discharge
(cfs)
2,4702,2101,5001,9503,860
795862
1,4902,1602,5802,0003,5203,6003,6701,9504,1803,8601,6002,0401,6002,0901,840
6713,0401,3203,500
Antecedent base
discharge (cfs)
15040504.4
3522101855
124272
35240224210
8598
414225.6
131933546455
Direct runoff
(in)
1.02al.28
.59
.681.27
.33
.30
.58al.06
.561.43
al.432.10
.87bl.181.651.29
.33
.31
.53
.61
.35
.09
.52
.321.98
Associated precipitation
(in)
3.61.75
1.342.213.111.05
.332.61
.752.513.031.322.861.34
.174.933.36
.942.923.854.144.711.223.001.82
.39
Storm duration (days)
21212224463221122122121223
Antecedent precipitation
(in)
5 -day0.01
.01
.04
.07
.05
.05
.030
.05
.50
.47
.41
.5901.21
.14
.27
.85
.54
.372.14
.16
.20
.52
.380
30 -day4.21
.621.15
.612.01
.901.903.281.245.425.241.685.473.013.622.124.173.022.76
.954.372.302.916.594.191.51
Annual runoff (in)
-6.407.437.546.432.053.24
10.639.937.878.137.24
12.105.748.339.66
12.6010.823.503.688.852.782.978.455.51
15.15
a Runoff increased by icemelt.b Runoff increased by snow and icemelt.
108 ILLINOIS
Salt Creek near Rowel 1, 111. (5-5785) Lat 40°07'00", long 89°02'00";drainage area. 334 sa mi: mean annual precipitation, 37.16 in.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 18Apr. 12June 19Jan. 7May 2Mar. 21Jan. 28Dec. 23Feb. 22Jnne 24Apr. 2June 8June 11May 28Apr. 28July 11Feb. 11Mar. 31
Peakdischarge
(cfs)
12,4008,8501,3803,0401,6002,4801,8106,8909,3903,1702,210
8291,320
10,3007,9505,730
c7,5002,290
a Runoff increased by
Antecedentbase
discharge(cfs)
1,290229147600427489621178500244214
4212249
708117
7080
Directrunoff(in)
2.801.81
.63al.Ol
.49
.97
.291.52
b3.071.10
.77
.12
.321.752.311.371.59
.88
Associatedprecipitation
(in)
5.394.462.76
.851.452.17 .1.643.722.753.852.691.112.396.634.135.082.28
.54
Stormduration(days)
535434124231224111
Antecedentprecipitation
(in)
5-day1.5101.38
.511.34
.25
.75
.56
.3700
.411.08
.431.310
.370
30-day
6.482.484.392.004.772.685.482.101.685.454.113.114.823.286.087.212.181.64
Annualrunoff
(in)
17.079.674.9P
13.1611.178.6?7.61
14.1?12.9012.4?
5.6?.1.4f3.4?4.93
11.3110. 2f7.428.17
snowmelt . b Runoff increased by snow and icemeit .c About .
Salt Fork Vermilion River near Homer, 111. (3A-3380) Lat 40 003'20 M , long 87 U57'30"; drainage area, 344 sq mi; mean annual precipitation, 35.76
Wateryear
19451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
June 17June 21May 1Mar. 23Feb. 16Jan. 4Feb. 22June 23Apr. 2Apr. 12Mar. 1May 29Apr. 29July 12
Peakdischarge
(cfs)
2,8504,5402,6702,1704,1406,1705,1202,3703,140
920740
3,0202,5705,120
Antecedentbase
discharge(cfs)
220300400327268446290244295
236043
386176
Directrunoff
(in)
0.611.18
.54
.671.001.541.37
.57
.90
.16
.13
.74
.761.24
Associatedprecipitation
(in)
2.163.552.061.401.633.071.512.982.661.49
.955.472.573.19
Stormduration(days)
32132222223222
Antecedentprecipitation
(in)
5-day1.35
.31
.73
.090
.04
.61001.260
.41
.69
.38
30-day5.133.714.283.093.665.711.915.244.313.061.622.765.777.61
Annualrunoff(in)
8.5413. 6£8.928.34
10.7419.6614.7514.336.231.613.546.368.32
14.01
Sangamon River at Mahomet, 111. (5-5710) Lat 40°11'30", long 88°24'00"j area, 356 sq mi; mean annual precipitation, 35.44 in.
Sanga drainage
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21Feb. 15Dec. 23Feb. 22June 23Apr. 2Apr. 12May 30May 28Apr. 28June 14Feb. 11June 23
Peakdischarge
(cfs)
2,4002,5808,2009,1003,2002,4701,0201,340
14,6005,8504,100
a7,6003,200
Antecedentbase
discharge(cfs)
474225231500324207159113
56730
3770
178
Directrunoff
(in)
0.58.57
1.472.34
.87
.79
.20
.302.811.631.442.64
.68
Associatedprecipitation
(in)
2.391.284.112.633.501.601.701.677.274.115.361.872.51
Stormduration(days)
3225222134523
Antecedentprecipitation
(in)
5-day
0.180
.59
.51
.0]01.931.34
.301.130
.36
.48
30 -day2.573.872.041.556.214.204.093.864.196.321.823.574.34
Annualrunoff(in)
_8.86
21.1213.3713.924.521.554.337.41
10.479.678.367.57
a About.
ILLINOIS 109
South Branch Kishwaukee River near Fairdale, 111. (5-4395) Lat 42°06'40", long 88"54"00"; drainage area, 386 sq mi; mean annual precipitation, 34.07 in.
Wateryear
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 8Mar. 20Oct. 23Mar. 15Mar. 14May 17Jan. 5Apr. 25Mar. 19Feb. 24Apr. 25July 9Mar. 11June 10June 3Oct. 12May 10Apr. 26July 3Feb. 23Mar. 30
Peakdischarge
(cfs)
1,3502,3803,9905,6805,8502,5106,8402,2105,6806,0004,5306,6704,6901,2902,3405,9101,7402,0004,290
c2,9005,240
Antecedentbase
discharge(cfs)
10200520160180348
90400966500303
75130
6868
238250120126
7090
Directrunoff
(in)
0.64a. 30
.42
.871.43
.901.63
.26
.73b.67
.84
.96
.92
.39
.662.19
.20
.38
.69
.591.69
Associatedprecipitation
(in)
0.77.10
1.241.563.393.822.311.682.02
.423.255.251.062.822.835.561.192.714.66
.84
.88
Stormduration(days)
211623711122243124111
Antecedentprecipitation
(in)
5-day
0.04.32.88.27.01.44.08
2.19.12.24.08.63.99
02.561.051.64
.33
.14
.02
.50
30-day
1.092.268.65
.773.114.681.616.552.342.843.103.651.392.315.294.814.882.306.521.901.10
Annualrunoff(in)
_5.45
11.639.777.615.379.296.206.234.929.55
11.4411.483.883.96
13.753.314.547.206.37
14.67a Runoff increased by snow and icemelt.b Runoff increased by snowmelt.c About.
Sugar Creek near Hartsburg. 111. (5-5815) Lat 40°13'10", long 89°24'35"; drainage area, 335 sq mi; mean annual precipitation, 56.71 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 17June 13Apr. 30Apr. 8Jan. 28June 20Feb. 19June 15Apr. 2Apr. 12Feb. 20May 28Apr. 27June 14Feb. 10June 24
Peakdischarge
(cfs)
4,1504,8008,5002,5701,6905,4308,3502,7802,7303,0701,960
10,1004,4004,3207,6506,930
Antecedentbase
discharge(cfs)
298101359317238531227233184265100
34351
6260
295
Directrunoff
(in)
0.58.79.88.35.35.77
1.52.50.62.45.37
1.401.591.121.511.47
Associatedprecipitation
(in)
2.113.863.30
.881.473.092.182.822.722.001.045.104.854.661.643.53
Stormduration(days)
2131226331235413
Antecedentprecipitation
(in)
5 -day
0.78.07.75.03.79
2.31.51
1.2201.440
.401.12
.01
.22
.72
30-day
4.262.824.024.065.153.751.725.383.563.50
.883.825.112.472.055.67
Annualrunoff(in)
7.1910.8410.89
6.635.21
14.5910.709.685.854.104.664.197.007.564.918.24
110 ILLINOIS
Thorn Creek at Glenwood, 111. (4-0880) Lat 41°31'50", long 87°36'20"; drainage area, 25.4 sq mi, and 24.6 sq mi (revised) I960; mean annual precipitation, 32.83 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 19Dec. 22May 10June 14June 10Mar. 25Oct. 10Apr. 29July 13Aug. 15Apr. 28Jan. 12
Peakdischarge
(cfs)
469780831780848729
1,180830
2,460950
1,060661
Antecedentbase
discharge(cfs)
129
15142128191715221522
Directrunoff
(in)
0.601.331.541.171.3-11.012.551.272.621.091.271.00
Associatedprecipitation
(in)
3.073.543.512.712.291.707.873.044.501.802.351.43
Stormduration'(days)
422212232122
Antecedentprecipitation
(in)
5-day0.18
.39
.02
.281.53
.841.01
.23
.09
.4300
30 -day1.331.912.601.044.382.074.991.615.365.051.64
.78
Annualrunoff(in)
-alS.51al5.43al6.83al4.85al3.26
18.3014.6918.5117.4319.1321.86
a Annual runoff not published; computed for this study. May be in error due to undetermined amount of pumpage and diversion above station.
Thorn Creek at Thornton, 111. (4-0905) Lat 41°34'05", long 87°36'30" drainage area, 106 sq mi, and 104 sq mi (revised) 1960; mean annual precipitation, 32.84 in.
Wateryear
19481949195019501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 20Feb. 13Dec. 22Apr. 25May 11Nov. 14June 11Mar. 25Oct. 11Apr. 29July 13Aug. 16Apr. 28Jan. 13
Peakdischarge
(cfs)
4,0401,3202,0102,0102,7201,5702,2801,8903,3702,2804,7001,5601,7801,220
Antecedentbase
discharge(cfs)
_12157935532980313223354242
Directrunoff(in)
_0.70
.971.181.561.411.14
.962.721.442.44
.99
.99
.75
Associatedprecipitation
(in)
_1.433.542.903.562.213.702.368.333.395.482.802.931.04
Stormduration(days)
-4242222232122
Antecedentprecipitation
(in)
5 -day-
0.01.42.14.04.23
1.05.97
1.06.12.09.15
00
30-day1
3.802.094.872.991.723.872.452.751.586.584.721.94
.91
Annualrunoff(in)
-8.89
16.2916.2912.9113.158.939.33
13.829.49
11.0012.0111.8114.89
ILLINOIS 111
West Branch Salt Fork at Urbana. 111. (3A-3375) Lat 40°07'12", long 88°11'30"; drainage area, 71.4 sq mi; mean annual precipi tation, 36.06 in.
Water year
J193619371938193919401941194219431944194519461947194819491950(19511952195319541955195619571958
Data relative to annual peak discharges
Date
Aug. 10Jan. 9Mar. 31Mar. 12June 12June 9Feb. 6May 18Apr. 11June 17June 20June 7June 24Feb. 15Dec. 22Feb. 21June 13Apr. 1Jan. 20Oct. 10Oct. 6June 28Aug. 2
Peak discharge
(cfs)
3211,0201,4603,4101,100
4131,1202,0801,520
9561,950
559605
1,4101,2201,530
504946261400993898
1,790
Antecedent base
discharge (cfs)
1.9668
184932010.4048
15135
11063
157144665624437
3.603.05.3
3069
Direct runoff (in)
0.021.06
.702.46
.68
.511.202.651.24
.491.76
.29
.39
.811.00
.59
.22
.81
.02
.05
.33
.541.27
Associated precipitation
(in)
1.343.372.434.281.824.142.875.903.842.133.822.202.851.693.191.481.942.831.252.795.683.261.81
Storm duration (days)
12222434233242222212222
Antec precipi
(in
5-day
0.56.27
1.9001.01
.011.411.10
.431.33
.331.2900
.68
.45
.2300
.18
.66
.01
.58
sdent tation
30-day
1.913.354.773.743.722.441.485.573.634.543.445.331.283.592.022.214.604.38
.39
.952.903.566.34
Annual runoff (in)
-11.5912.7511.673.543.76
13.6315.7710.147.38
13.469.038.509.89
17.1913.6813.175.051.914.385.449.39
14.16
INDIANA
Cedar Creek near Cedarvllle, Ind. (4-1800) Lat 41°13', long 85°05'; drainage area. 279 sq mi; mean annual precipitation, 56.06 in.
Wateryear
19471948194919501951195219531954195519561957'.9581959".960
Data relative to annual peak discharges
Date
Apr. 21Feb. 28Feb. 16Apr. 5Feb. 22Jan. 27Mar. 4Mar. 26Oct. 15Apr. 30Apr. 6Dec. 20
Feb. 10-11Apr. 18
Peakdischarge
(cfs)
3,0503,0003,9804,8703,1002,9101,5802,7802,8004,6602,4802,1204,1003,040
Antecedentbase
discharge(cfs)
290356174820600378
97118250100138114150161
Directrunoff
(in)
0.94.64
1.391.871.26
.77
.44
.871.651.441.09
.821.24
.91
Associatedprecipitation
(in)
1.861.492.262.741.811.121.481.604.524.123.221.691.172.45
Stormduration(days)
12231111556313
Antecedentprecipitation
(in
5-day
0.540
.011.25
.46
.340
.813.22
.20
.41
.10
.32
.06
30-day
3.681.183.382.381.922.001.051.148.381.461.751.633.231.19
Annualrunoff
(in)
11.3711.6910.7223.6018.3515.615.778.74
13.1612.498.299.87
14.2214.62
112 INDIANA
Eagle Creek at Indianapolis, Ind. (3A-3535) Lat 39°46 t 51", long 86°14'28"j
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 12Mar. 3June 12Feb. 7May 11Apr. 11Mar, 31May 17Jan. 30Apr. 6Jan. 19Jan. 4Feb. 21Jan. 27Mar. 5Apr. 6July 16May 28June 28Aug. 3Jan. 22June 23
Peak discharge
(cfs)
6,6101,8601,4704,1209,6606,6104,2303,8603,3709,5507,2508,6703,9505,5204,9202,2502,6509,920
28,8008,5606,2901.870
Antecedent base
discharge (cfs)
190188
1755385864
224135182365130170150
66102
15126
72135
7527
Direct runoff (in)
1.39.32.27
1.472.732.081.481.21
.762.232.003.201.091.381.28
.69
.612.803.121.721.28
.41
Associated precipitation
(in)
2.55.82
1.842.905.464.043.462.381.603.532.715.491.401.772.431.952.666.406.853.322.684.01
Storm duration (days)
2133454312242122121323
Antecedent precipitation
(in)
5 -day
0.56.81.80.10
0.02
1.30.15.42.86.02.65.30
00
.402.21
.281.39
.35
.19
30 -day
3.411.822.74
.832.331.844.675.982.165.884.853.461.681.591.113.001.004.715.348.45
.943.18
Annual runoff (in)
_5.331.50
10.2?13.808.02
11.1614.5110.3613.8413.9423.0414.2916.64
9.853.537.60
15.623.12
20.8311.858.07
Fall Creek near Fortvllle. Ind. (3A-3515) Lat 39°57', long 85°51'; drainage
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 17May 18Apr. 12June 17Oct. 2July 15Mar. 24Jan. 19Jan. 4Feb. 22Jan. 27July 6Mar. 30Jan. 6Feb. 26June 29June 14Feb. 10Feb. 11
Peak discharge
(cfs)
2,4608,2405,0001,8401,8402,2503,5002,3505,1504,2502,0003,8501,1401,2603,1303,4305,0403,0101.790
Antecedent base
discharge (cfs)
180290142105
6090
170315103468148
5285
161184131
68148458
Direct runoff
(in)
0.632.661.90
.991.05
.741.171.192.061.47
.81
.90
.47
.551.031.283.561.03
.60
Associated precipitation
(in)
1.365.323.443.583.452.641.951.875.161.812.043.281.461.341.653.118.702.241.11
Storm duration (days)
1443421332222211412
Antecedent precipitation
(in)
5 -day
0.282.1301.952.46
.60
.90
.62
.03
.47
.301.86
.42
.57
.03
.94
.01
.131.35
30 -day
2.485.081.843.755.602.452.514.203.321.621.464.333.332.172.407.262.764.632.85
Annual runoff
(in)
8.9?13. 1C9.4?
10.4714.12:11.8?15.1714.3223.1316.5?13.0?9.455.52s.ie
14.2716.4?21.9214. 8C11.8.C
INDIANA 113
Flatrock Creek at St. Paul. Ind. (3A-3635) Lat. 39°25', long 85°38'; drainage
Water year
193119321933193419351936193719381939194019411942194319443945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 4July 4May 14Dec. 17July 26Feb. 26Jan. 15Mar. 16Apr. 16Apr. 20
Mayl7orl8Feb. 7Mar. 19Apr. 12Mar, fi
'Feb. 14July 14Mar. 27Jan. 5Feb. 14Feb. 21Jan. 27May 17Apr. 7July 9Nov. 16May 22May 6
Jan. 21-22June 23
Peak discharge
(cfs)
1,1606,700
10,2004,0802,0504,080
16,6006,8809,3507,8602,4004,680
10,0009,3407,6402,8609,1707,000
18,50014,5008,400
15,6002,2601,5203,550
10,8007,100
b7,10014,5006,240
Antecedent base
discharge {cfs)
315100265
3549
228800590362293
1682
380222290286
85340366500500462126135
82150890348270
84
Direct runoff (in)
0.33.66
2.43.75.54
al.31a3.62
2.532.282.28
.191.501.833.011.55
.611.282.034.113.481.85'3.021.10
.36
.202.271.001.872.58
.94
Associated precipitation
(in)
1.012.164.452.682.511.193.523.153.293.64
.693.062.695.042.801.331.662.994.523.482.293.272.891.67
.524.042.832.223.783.89
Storm duration (days)
214451233413141125222253221421
Antecedent precipitation
(in)
5 -day
0.600
.69
.06
.2701.51
.26
.34
.83
.05
.442.2801.570
.80
.82
.01
.92
.52
.34
.160
.130
.93
.74
.77
.48
30-day
3.395.105.01
.681.712.164.304.022.792.641.76
.993.782.654.931.482.012.882.846.591.831.372.982.393.182.473.963.531.774.62
Annual runoff (in)
3.2412.0727.484.825.89
11.3325.5625.8416.038.731.82
12.8114.519.26
15.0613.9619.7212.9823.1628,8022.9718.189.033.46B.91
16.5913.1721.8815.7710.12
a Runoff probably Increased by snowmelt b Maximum dally discharge.
114 IOWA
Maauoketa River near Manchester. Iowa (5-4170) Lat 42°27'25", long 91°25'55"; drainage area. 305 sq mi; mean annual precipitation, 52.92 in.
Water year
1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 20Jan. 22Mar. 5Mar. 10Mar. 4Feb. 6May 27June 23Sept. 8Nov. 2Mar. 16June 16Aug. 1"4Jan. 6June 13Feb. 28Mar. 5Mar. 7July 9Mar. 11Feb. 20May 1Feb. 20May 28June 16June 1Mar. 27Mar. 30
Peak discharge
(cfs)
2,850695
4,8804,2808,1505,8601,7902,7708,8806,1405,3208,0103,0609,130
20,0007,3406,0208,920
16,8002,7804,2603,2302,5002,0604,1602,6205,990
11,600
Antecedent base
discharge (cfs)
23547
147500
4045482659
30664
1159250
46850
19438
166144
47634134
18822
al,36065
Direct runoff (in)
0.69a. 12a. 91
.52a2.35a. 88
.18
.231.29
.84
.80
.93
.481.432.741.08
al.09al.76
1.70.61.77.47.35.18.45.30
2.512.35
Associated precipitation
(in)
4.01.03.59.58.48.85
2.384.165.722.281.391.332.981.884.161.660
.264.511.24
.611.96
.373.432.121.42-.52
Storm duration (days)
4241142122311226021412123472
Antecedent precipitation
(in)
5-day0.9100
.060
.12
.690
.69
.45
.141.67
.07
.13
.4300
.29
.63
.1101.210
.06
.94
.82-.33
30-day
2.931.231.02
.801.231.291.571.395.695.88
.437.172.691.639.31
.28
.931.713.19
.881.475.00
.444.346.761.68-
1.20
Annual runoff (in)
-1.917.25
' 4.528.247.135.614.08
10.0714.9511.058.489.139.02
18.109,185.967.82
17.7211.147.725.464.592.514.112.449.22
16.97a Runoff increased by snowmelt and/or icemelt.
Perry Creek at 38th Street, Sioux City, Iowa (6B-6000) Lat 42°32',long 96°25'; drainage area. 60 sq mi; mean annual precipitation, 26.21 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 18June 22Aug. 14Sept. 10July 12June 19July 7June 7June 19July 9Aug. 18July 8May 31May 30Apr. 1
Peakdischarge
(cfs)
1,070246
3,3507,7805,3805,4805,4803,4704,0104,8802,4401,9201,5402,6603,020
Antecedentbase
discharge(cfs)
1.85.01.94.44.0
15.015.013.09.61.7
.61.7
.8
.92.5
Directrunoff(in)
0.08.11.29
1.051.321.121.561.28
.65
.41
.27
.23
.34
.781.73
Associatedprecipitation
(in)
0.70.96
1.394.612.833.224.134.262.202.971.01
.851.203.301.74
Stormduration(days)
2222232211I1141
Antecedentprecipitation
(in)
5 -day
0.04.29.90.19.33.12
1.28.13.12.02.47.73.11
1.91.31
30 -day
3.494.095.365.755.263.964.732.805.001.512.901.53
.997.281.27
Annualrunoff(in)
2.2?1.9?3.876.6?5.6?8.718.575.053.812. If1.1Ci.oe1.1Ci.ie5.04
IOWA 115
Ralston Creek at Iowa City. Iowa (5-4550) Lat 41°39'50", drainage area, 3.01 sq mi; mean annual precipitation, 54
long 91"30'45"; .45 in.
Water year
193819391940T9411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 6Mar. 12Aug. 13June 2VSept. 8June 1Jan. 27June 10Aug. 2June 30July 21June 23July 1July 8May 23Feb. 19Aug. 25Aor. 23July 18Jan. 21July 14Oct. 8June 4
Peak discharge
(cfs)
466322
871,230
824960554155547465662125
1,250454248487122181
1,69040
296755558
Antecedent base
discharge (cfs)
0.139.40001.9
.27
.82
.011.20
.05
.32
.76
.98
.400
.6300003.4
Direct runoff (in)
0.62al.41
.061.541.19
.94
.47
.17
.56
.58
.79
.501.63
.52
.41al.87
.19
.36
.95a. 011.04
.63
.85
Associated precipitation
(in)
1.511.032.133.042.561.481.851.141.812.403.043.252.832.921.621.734.161.961.34-
2.061.702.20
Storm duration (days)
11122111121221212214111
Antecedent precipitation
(in)
5 -day0.09
.01
.630
.3700
.15
.57
.210
.91
.04
.96
.41
.240
.78
.22-.33
3.841.91
30-day0.821.493.223.483.435.03
.065.831.907.004.613.275.834.593.791.47
.964.195.60
-1.696.236.50
Annual runoff (in)
8.307.062.804.957.299.947.243.986.447.365.765.32
10.538.798.278.09
.763.293.22
.362.20
11.3713.85
a Runoff increased by icemelt.
Rapid Creek near Iowa City, Iowa (5-4540) Lat 41°42'00", drainage area, 24.6 sq mi; mean annual precipitation, 54
long 91°29'05"j .29 in.
Water year
13381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 24Mar. 12Mar. 17June 27Oct. 22June 1May 20June 1Jan. 5June 30July 21Feb. 24July 1Feb. 25May 23Feb. 20Aug. 26Apr. 24Aug. 30Aug. 28June 13May 19Mar. 29
Peak discharge
(cfs)
8681,800
3723,7102,0902,2003,890
3982,5301,3902,1801,2002,7801,3001,8403,800
216750
3,000326509
2,3002,340
Antecedent base
discharge (cfs)
165
8.8
9.9211114
.2131,1
325.1
16113.50
18.3
01.77.55.4
Direct runoff (in)
1.09.98
a. 27.68.67.45
1.90.12
12.26.43.43
11.21.59.76.57
12.24.16.53.91.10.17.13
1.76
Associated precipitation
(in)
1.171.0103.042.601.482.421.331.712.382.83
.252.651.001.841.684.061.972.222.131.771.60
.47
Storm duration (days)
21021121221411212112222
Antecedent precipitation
(in)
5-day0.02
.01
.250
.70
.65
.06
.22
.17
.070
.0200
.42
.22
.29
.92
.07
.661.90
.01
.09
30-day
0.242.041.993.485.985.034.195.271.106.064.602.145.451.653.721.391.982.975.801.084.775.731.08
a Runoff increased by snowmelt and/ or icemelt.
Annual runoff (in)
6.717.412.704.678.23
11.9111.564.586.548.185.786.09
10.239.469.23
10.181.194.083.32
.621.67
10.2414.38
770-960 O-65 9
116 IOWA
Skunk River near Ames, Iowa (5-4700) Lat 42°04'05", loi drainage area, 515 sq mi; mean annual precipitation, 31,
93°37 '05" 13 in.
Water year
19211922192319241925192619271933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 17Feb. 23Mar. 28June 28July 14Sept. 19Feb. 5Apr. 1Jan. 23Jane 25Mar . 10Mar. 6May 4Mar. 14Aug. 13Sept. 8Sept. 14July 31May 20June 2Feb. 5June 13Mar. 19Mar. 4Mar. 7Mar. 29July 9May 1June 10Oct. 15Sept. 4June 16July 4May 31Mar . 30
Peak discharge
(cfs)
3,5403,3701,6703,010
6413,1202,4601,990
6002,9602,5803,0002,8903,2302,3203,0502,5304,5008,0604,0102,2706,5502,6203,0003,8205,3201,630
9808,6301,340
3763,5403,1501,7206.210
Antecedent base
discharge (cfs)
1023774
1405
9725-
.5328220
68448133.9
11850
278514
19427
12613
3.431
105234170229
05556
178400
Direct runoff (in)
0.88.60
1.01.58.03.72.40-
b.10.78
b.85b.73
.73b.86
.16
.24
.53
.831.87
.73b.331.42b.89b.42b.81
bl.50.43.19
1.49.29.07.64.80.47
a3.02
Associated precipitation
(in)
4.681.22(a)
.811.483.52
.43-.03
2.83.08.28
3.2603.181.651.343.476.261.87
.083.31
.420
.171.162.681.573.191.482.744.393.012.92-
Storm duration (days)
61
171122-11222052242211103312122433
15
Antecedent precipitation
(in)
5-day0.980-
1.73.67.44
0-
0.21
0.21.25.36.16.93.11.03.07.68.04.17
0.02.13.31.31
1.18.03.82.41
1.872.141.85-
30 -day5.22
.37-
4.984.976.04
.19-
1.436.84
.77
.914.482.606.405.014.204.534.176.02
.857.262.62
.711.913.706.003.974.673.273.384.726.795.35
-
Annual runoff (in)
6.844.103.438.591.653.974.782.950.486.635.023.124.663.061.674.01
10.658.24
12.629.664.50
11.554.033.544.63
11.256.113.106.293.78
.243.255.604.81
10.26. Seasonal snowmelt rise.b Runoff increased by snowmelt and/or icemelt.
Tarkio River at Blanchard, Iowa (6B-8120) Lat 40°35'40", long 95°13'25"; drainage area, 200 sq ml; mean annual precipitation, 52.58 in.
Water year
1934 1935 1936 1937 1938 1939
Data relative to annual peak discharges
Date
Sept. 26 May 31 Apr. 28 May 21 Aug. 20 Mar. 12
Peak discharge
(cfs)
a!82 1,920 4,330 5,620 4,240 9,980
Antecedent base
discharge (cfs)
0.2 10 7.8 4.6
.8 660
Direct runoff
(in)
0.02 .31 .17 .48 .24
1.39
Associated precipitation
(in)
2.13 2.45 1.11 2.01 1.96 1.85
Storm duration (days)
1 3 2 2 2 2
Antec precipi
(in
5 -day
0.49 1.13
.07
.10 1.61
.28
edent tation
30-day
3.69 5.87
.17 2.39 4.26 1.56
Annual runoff (in)
1.73 3.32 4.36 1.27 3.94
a Maximum for period March to September.Note.--Prior to 1938, published as East Tarkio Creek.
IOWA 117
Waubonaie Creek near Bartlett, Iowa (6B-8060) Lat 40°53', long 95°45'j drainage area. 50 sq mi; mean annual precipitation, 50.29 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 4June 4Feb. 27June 27May 8July 3Aug. 8June 27Aug. 23Sept. 29July 15June 7July 19May 18AUE. 18
Peakdischarge
(cfs)
12,5009,4002,700
10,30014,5002,8402,2001,2703,5601,8605,2002,3402,3603,7602,040
Antecedentbase
discharge(cfs)
0.28.964.688.854.51.501.81.61.16.25.7
Directrunoff(in)
3.271.86
.281.223.92
.33
.35
.211.78
.58
.95
.29
.65
.66
.66
Associatedprecipitation
(in)
5.454.271.651.654.161.912.191.275.601.112.91
.963.521.793.54
Stormduration(days)
121221123212311
Antecedentprecipitation
(in
5-day
0.011.9203.282.95
.071.461.371.091.082.74
.431.45
.04
.99
30-day
3.945.01
.328.044.265.984.324.106.073.186.184.966.405.923.27
Annualrunoff(in)
_8.672.977.25
12.026.255.503.014.472.873.302.974.144.845.59
Whitebreast Creek near Knoxvllle. Iowa (5-4880) Lat 41°19'25", long 95°08'55"; drainage area, 580 sq ml}~"mean annual precipitation, 32.35 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 20June 6Mar. 16June 25May 10July 3June 21June 10Apr. 25July 10Aug. 8May 13July 2May 22Mar. 30
Peakdischarge
(cfs)
8,74014,0002,7306,5809,1005,2009,5006,5403,8502,5903,0002,7607,3007,800
11,000
Antecedentbase
discharge(cfs)
68410
262626
12912193.8
157.46.6
.9187108
Directrunoff
(in)
1.952.35a. 611.001.61
.411.691.14
.32
.53
.22
.321.401.993.85
Associatedprecipitation
(in)
4.593.8203.413.451.634.813.021.472.771.142.205.013.58
.71
Stormduration(days)
210212232223351
Antecedentprecipitation
(in
5 -day2.33
.63
.011.32
.39
.30
.29
.96
.59
.84
.311.51
.403.53
.11
30-day4.345.613.094.221.596.192.591.992.453.044.413.582.877.551.84
Annualrunoff(in)
10.1815.022.934.565.557. -947.767.62
.981.99
.571.263.57
13.6613.96
a Runoff produced by icemelt.
118 KANSAS
Hundred and Ten Mile Creek near Q.uenemo^ Kans. (6B-9125) Lat 38°39", long 95°34<j
Wateryear
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
.rainage area. 321 sa ml: mean annual Drecioitation. 34.69 In.Data relative to annual peak discharges
Date
May 21June 8Oct. 20June 16Apr. 22June 30June 20Mar. 13July 26Jan. 25June 3July 11Mar. 10May 17June 2May 26June 18July 10Aug. 11Nov. 17Mar. 27
a Snowmelt rl
Peakdischarge
(cfs)
6,2405,080
12,80017,50034,70025,00016,9008,810
10,0006,2006,580
38,6004,6501,0606,140
642495
10,3007,8705,3'305,550
Antecedentbase
discharge(cfs)
142970
100132
987
13213
2580
120481.81.5 18.00
174018
170
Directrunoff(in)
0.72.98
2.362.674.672.741.721.70
.97
.99
.959.48
.91
.13
.57
.13V04
Ij04.40.62
a2.69
Associatedprecipitation
(in)
1.392.713.112.844.513.585.072.861.79
.952.09
10.51.73
1.912.422.66'1.192.42
.892.92-
Stormduration(days)
12212112132322333213
a20
Antecedentprecipitation
(in)
5 -day1.85
.321.292.461.201.260
.09
.63
.43
.911.86
.59
.281.53
.42
.64
.330
.06-
30-day5.343.656.797.386.784.54
.36
.859.554.035.658.482.061.985.142.353.217.206.70
.07-
Annualrunoff(in)
1.214.65
10.9312.1513.2620.727.367.345. OS6.856.41
22.445.452.331.00
.34
.154.529.664.746.3£
se.Note. Published as Dragoon Creek near ftuenemo. Kansas. 1939-41.
Paradise Creek near Paradise. Kans. (6B-8675) Lat 39°04', long 98°51'j area. 212 sq mis mean annual precipitation, 22.98 in.
Wateryear
19461947194819491950195119521953
Data relative to annual peak discharges
Date
June 19June 12June 28Feb. 18July 16July 11Apr. 21Aug. 6
Peakdischarge
(cfs)
6501,7001,200
(a)4,130
14,800254474
Antecedentbase
discharge(cfs)
0.16.32
_1.8
4326
.2
Directrunoff(in)
0.07.19.27_.34
2.57.04.07
Associatedprecipitation
(in)
2.201.552.45
_1.455.101.011.26
Stormduration
212-2222
Antecedentprecipitation
(in)
5 -day0.011.26
.79-.35.44.32.34
30-day1.245.405.40-
4.30.6.292.205.12
Annualrunoff(in)
0.181.16
.79
.972.148.25
.91
.28a Not determined, occurred during period 'of Ice effect.
White Rock Creek at Lovewell. Kans. (6B-8540) Lat 39°53', long 97°59'j area. 358 BQ mi: mean annual precipitation 24.58 In.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 8June 27Mar. 20June 14Julv 10June 7June 27May 27May 31June 19June 23May 16Sept. 4June 2Acr. 12
Peakdischarge
(cfs)
2,0003,4001,1402,570
23,3009,8001,7901,4602,6304,330-5,6601,1602,650
631780
Antecedentbase
discharge(cfs)
584
5141.2
152115.4
273.5
322.2-_-
Directrunoff(in)
0.39.30
a. 31.43
2.311.24
.14
.07
.39
.66
.92.43-_-
Associatedprecipitation
(in)
4.161.58
.071.344.852.822.04
.991.522.953.184.21- -
Stormduration(days)
231212113136- -
Antecedentprecipitation
(in)
5 -day1.021.5503.44
.982.58
.02
.021.132.952.991.77-_-
30 -day4.236.462.357.131.516.90
.531.255.637.455.344.72- -
Annualrunoff(in)
-2.241.023.12.5.0C7.261.61
.741.171.4£1.7?1.9?
.67
.701.6?
a Runoff Increased by Note. Plow regulated
Icemelt.by Lovewell Reservoir since May 29, 1957.
KENTUCKY 119
Big Eagle Creek at Sadieville, Ky. (3A-2910) Formerly published as Eagle Creek at Sadieville, Ky. Lat 38 U23'22", long 84°32'36"; drainage area, 42.6 sq mi, and 42.9 sq mi (revised) 1958-60 ; mean annual precipitation, 40.49 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 19Apr. 9Mar. 19Mar. 6Mar. 6Mar. 26Apr. 16Feb. 13Dec. 15June 19Jan. 14Mar. 22Mar. 3June 13July 18Feb. 2Apr. 4May 4Jan. 20July 1
Peak discharge
(cfs)
3,9903,200
14,0002,7307,5104,7106,4607,9503,3209,7003,5504,4205,3103,0803,3703,1205,2804,5703,7605,090
Antecedent base
discharge (cfs)
0.69.8
71.010.040.026.026.08.04.05.5
37.023.08.4
.1
.58012365.98
Direct runoff (in)
1.281.944.871.539.431.842.414.671.945.012.892.863.18
.851.291.772.882.913.062.89
Associated precipitation
(in)
3.042.504.292.077.812.011.702.384.336.011.843.653.362.761.682.013.243.733.304.46
Storm duration (days)
11226213332222324422
Antecedent precipitation
(in)
5-day:00
.93
.661.72
.21
.1800
.29
.31
.51
.06
.10
.181.24
.34
.621.183.96
30 -day2.883.983.932.643.202.293.412.625.113.972.533.54
.981.172.782.521.844.202.277.15
Annual runoff (in)
-18.7125.528.25
25.6820.7418.1024.4321.1932.8122.7322.1712.225.12
16.4517.9417.1319.5110.5721.64
Cumberland River near Harlan, Ky. (3B-4010) Lat 36°50'55", long 83°21'20"; drainage area, 374 sq mi; mean annual precipitation, 47.70 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr . 20July 4Mar. 17Apr. 19Feb. 17Feb. 17Jan. 8Jan . 20Feb. 14Jan. 5Jan . 30Feb. 1Dec. 15Feb. 21Jan. 16Mar. 22Apr. 16Jan. 29Dec. 7Jan. 22Nov. 28
Peak discharge
(cfs)
11,4008,140
11,00015,60027,70010,80037,90016,80025,50014,20018,10023,80019,70016,300
9,81019,20022,00031,00017,10025,90013,900
Antecedent base
discharge (cfs)
52059
1,040735468
1,240959479940824
1,600518838953
421,090
920882375530215
Direct runoff
(in)
1.381.751.091.702.58
.994.794.213.561.464.493.011.771.501.661.572.325.612.132.351.37
Associated precipitation
(in)
2.276.331.432.343.531.894.745.743.451.705.384.141.951.394.681.943.156.302.902.752.43
Storm duration (days)
261221262344215125222
Antecedent precipitation
(in)
5-day
00
.851.331.002.30
.60
.14
.17
.76
.75
.25
.98
.76
.123.21
.20
. 76
.13
.882.14
30 -day
5.405.084.253.472.363.764.195.094.313.595.423.476.164.571.60
11.084.723.40f a !(a)3.61
Annual runoff (in)
_10.6520 . 72"25.2420.0723.2125.6825.5918.8726.1333.1926.3130.9121.7413.0124.0430.4224.5830.5217.7126.57
a Record missing; not computed.
120 KENTUCKY
Dix River near Danville, Ky. (3A-2850) Lat 37"39', long 84°40'; drainage area, 316 sq mi, and 318 sq mi (revised) 1958-60; mean annual precipita tion, 47.16 in.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec . 30Apr. 11Mar. 5Jan. 7June 28Apr. 13Feb. 14Jan. 31Jan. 4Mar. 23May 19Apr. 16Mar. 22Feb. 17Apr. 4Nov. 19Jan. 22June 23
Peakdischarge
(cfs)
a!7,40010,40020,9007,8909,910
14,600- 14,200
15,9009,220
16,9007,4205,610
14,60015,50015,90014,7007,2409,580
Antecedentbase
discharge(cfs)
480615
1,110453171305250
1,530114435240
92440548330
73470125
Directrunoff(in)
3.821.532.741.431.663.022.723.521.292.751.97
.751.88
.892.042.661.321.76
Associatedprecipitation
(in)
5.572.793.762.523.304.554.104.642.103.892.391.942.444.752.825.471.994.14
Stormduration(days)
322212232232241433
Antecedentprecipitation
(in)
5-day0.621.371.07
.15
.10
.3401.05
.10
.711.31
.262.63
.41
.71
.191.381.51
30 -day3.386.659.662.184.214.994.07
10.702.333.934.222.04
10.078.753.442.82(b)4.49
Annualrunoff(in)
22.3412.1720.6415.5618.4016.5220.5531.9222.8023.5114.24
5.1020.3023.8321.9826.879.42
16.12
a Maximum during period October to September. b Record incomplete; not computed.
East Fork Clarks River near Benton, Ky. (3B-6105) Lat 36°52'24", long 88"20'48"; drainage area, 227 sq mi; mean annual precipitation, 47.31 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 31Apr. 17Feb. 19Jan. 24Apr. 10Mar. 20May 5Apr. 3Jan. 10Jan. 4Mar. 17Feb. 15Jan. 4Jan . 1 5Mar. 22May 18Mar. 26Mar. 22Feb. 18May 24Nov. 19Jan. 21Jan. 16
Peak discharge
(cfs)
4,7306,7504,3201,0606,5005,5207,7505,5206,2506,6406,180
10,8008,740
22,40027,60012,0002,3507,300
13,40012,80036,0004,3102,850
Antecedent base
discharge (cfs)
9143594
2662
488108359
80347
8893
177187360
8638
122225
52185100115
Direct runoff
(in)
3.632.241.85
.251.791.901.882.492.622.151.424.734.655.993.604.59
.673.303.123.086.101.31
.88
Associated precipitation
(in)
5.983.412.911.493.662.084.483.323.732.962.415.755.326.185.065.542.624.754.404.046.662.121.50
Storm duration (days)
22432213311254142532122
Antec precipi
(in
5-day
0.70
1.33.01
02.07
.84
.89
.011.13
.010
.02
.12
.60
.50
.36
.30
.481.363.53
.85
.02
edent tation
30 -day
3.314.433.092.314.324.755.346.45
.993.514.536.416.092.785.385.481.393.849.003.43
10.03(a)2.26
Annual runoff (in)
_15.7410.871.67
12.418.399.36
20.7015.3312.3413.0431.1139.7724.5124.2217.156.56
14. 2P13 . 6119.1827.226.9f
10.3?a Record incomplete; not computed.
KENTUCKY 121
East Pork Pond River near Apex, Ky. (3A-3205) Lat 37 "07'35", long 87°18'55"; drainage area, 196 sq mi, and 194 sq mi (revised) 1958-60; mean annual pre cipitation, 46.91 in.
Water year
19401941194219431945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 30July 11Apr. 10Mar. 20Feb. 27Feb. 14Jan. 4Mar. 27Feb. 15Dec. 13Jan. 15Mar. 23May 18Apr. 17Mar. 22Jan . 30May 23Nov. 19Jan. 22June 28
Peak discharge
(cfs)
5321,630
12,1004,8803,1006,0003,7806,160
14,8008,250
17,5007,7907,9303,0406,8308,730
11,10021,8007,330
13, 200
Antecedent base
discharge (cfs)
0.7799194
43366440
605121
10261193173192147
1857
420721.3
Direct runoff (in)
0.141.062.513.971.231.722.351.954.633.645.023.103.671.343.263.234.245.352.644.09
Associated precipitation
(in)
0.936.325.662.811.932.122.342.285.434.144.753.855.402.135.034.637.085.523.068.54
Storm duration (days)
28232112222153627222
Antec precipi
(in
5-day
0.062.860
.211.37
.6601.040
.13
.20
.01
.471.14
.34
.091.293.09
.70
.03
edent tation
30-day
2.154.804.671.153.885.522.794.476.642.163.164.335.862.805.631.442.29H(a)1.08
Annual runoff (in)
_4.15
12.7811.7619.7414.6813.6814.7931.5839.2528.1824.7118.659.86
18.6115.2118. -7925.769.40
13.85a Record incomplete; not computed.
Flat Creek near Frankfort, Ky. (3A-2900) Lat 38°17'53", long 84°56'32'; drainage area, 5.60 sq mi, and 5.63 aq mi (revised) 1958-60; mean annual precipitation, 44.04 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 22Mar. 3Apr. 16July 8June 20June 28May 4Jan. 21Jan. 23
Peakdischarge
(cfs)
3,4601,940
5427,1002,1202,4602,4902,1502,240
Antecedentbase
discharge(cfs)
2.0.6.3
00
.23.51.4
.1
Directrunoff
(in)
3.32.99
.662.052.051.032.092.502.62
Associatedprecipitation
(in)
2.943.531.812.643.441.753.083.575.10
Stormduration(days)
222251322
Antecedentprecipitation
(in)
5-day0.53
.05
.18
.20
.361.471.201.01
.76
30-day
3.31.86
2.243.192.884.674.692.155.48
Annualrunoff(in)
19.6211.673.76
24.6917.4315.4621.205.50
16.00
Floyds Pork at Pisherville, Ky. (3A-2980) Lat 38°11'15 drainage area, 158 sq ml; mean annual precipitation, 45
, long 85°27'35", 41 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 26Feb. 6Jan. 15Apr. 12Feb. 15May 10Jan. 14Mar. 22Mar. 3Sept. 20Mar. 21Feb. 2Apr. 4Nov. 18Jan. 21June 23
Peakdischarge
(cfs)
9,4707,5606,940
10,0006,540
11,50010,1007,6506,8309,5905,8108,4709,4007,9507,920
11,800
Antecedentbase
discharge(cfs)
1674857
20070
110346154
290
222343386
1408.6
Directrunoff
(in)
2.431.921.363.842.342.172.491.881.741.141.601.602.031.762.502.38
Associatedprecipitation
(in)
3.243.161.725.892.964.322.712.562.685.722.312.203.292.883.294.89
Stormduration(days)
1212212131255121
Antecedentprecipitation
(in)
5-day
1.53.34.01
2.350
.33
.32
.58
.0201.891.46
.132.331.26
.35
30 -day
3.162.723.557.806.432.483.223.661.011.258.433.161.706.512.185.92
Annualrunoff
(in)
21.7813.1415.0217.4517.6532.4523.0519.6611.122.86
15.8717.6713.6219.238.71
15.02
122 KENTUCKY
Green River near McKlnney, Ky. (3A-3050) Lat 37"25-20", long 84"45'20" ; drainage area, 22.4 sq mi; mean annual precipitation, 45.95 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 22May 18Apr. 16Mar. 21Jan. 30Apr. 8Nov. 18Jan. 21June 23
Peakdischarge
(cfs)
6,320980628
2,1803,1602,6309,600
8902,660
Antecedentbase
discharge(cfs)
367.26.2
965.3
255.3
204.4
Directrunoff(in)
2.692.02
.771.672.331.862.601.441.61
Associatedprecipitation
(in)
3.934.012.012.583.843.526.081.924.67
Stormduration(days)
252223333
Antecedentprecipitation
(in)
5-day
0.731.03
.201.95
.14
.30
.24
.651.61
30-day
4.225.092.08
10.091.062.882.852.564.67
Annualrunoff(in)
23.5811.615.02
16.5821.3318.5826.0911.2216.49
Johns Creek near Meta, Ky. (3A-2100) Lat 37°33'50", long 82°27'20", drainage area, 55.7 sq mi, and 55.8 sq mi (revised) 1959-60; mean annual precipitation, 43.77 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 5June 20Apr. 19Feb. 29Mar. 5Jan. 7Jan . 20Feb. 13Mar. 18Feb. 2Feb. 1Mar. 22Feb. 21Jan. 16Feb. 27Mar. 14Jan. 29May 7June 2Nov. 28
Peak discharge
(cfs)
1712,1602,7402,4204,3504,2701,5804,3501,4202,2403,1702,300
900780
4,4803,4804,6803,2401,3701,420
Antecedent base
discharge (cfs)
6.43.7
9669
198124
157254
1463999
1065
132114130120
1977
Direct runoff (in)
0.23.86
1.471.112.112.571.762.92
.773.032.231.90
.67
.544.611.793.003.16
.58
.59
Associated precipitation
(in)
2.763.612.171.652.473.083.082.771.373.752.262.381.311.774.952.793.184.721.801.88
Storm duration (days)
32223162134222342512
Antecedent precipitation
(in)
5 -day0.04
.25
.87
.811.43
.441.81
.66
.77
.72
.76
.62
.551.081.061.631.102.19
.622.34
30-day5.293.324.783.694.171.445.423.624.954.523.042.482.921.583.467.833.695.924.133.91
Annual runoff (in)
_12.0219.6213.2716.1215.249.29
18.2213.6222.4518.8421.8411.145.98
21.2424.1620.0922.008.95
12.75
Johns Creek near Van Lear, Ky. (3A-2115) Lat 37°44'37", long 82°43'27' drainage area, 208 sq mi; mean annual precipitation, 43.61 in.
Wateryear
194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Apr. 20Mar. 12Aug. 6Apr. 20Apr. 13Mar. 6Jan. 9Jan. 21Feb. 14Mar. 19Feb. 3Feb. 7Mar. 26May 22Mar. 4
Peakdischarge
(cfs)
2,510848
3,3505,1204,4805,3508,3502,6707,0102,0805,1703,1803,1201,7301,120
Antecedentbase
discharge(cfs)
1442143
454265345418
97289199656
15720
1529
Directrunoff
(in)
0.70.51
1.101.341.321.602.691.362.34
.643.592.831.24
.41
.44
Associatedprecipitation
(in)
1.942.302.682.252.352.803.033.152.871.474.063.892.811.481.83
Stormduration(days)
262324163243231
Antecedentprecipitation
(in)
5 -day
0.07.45.34.87
1.021.45
.341.77
.05
.52
.77
.24
.60
.56
.11
30-day
2.681.126.225.115.074.371.345.273.614.685.702.542.673.65
.97
Annualrunoff(in)
4.953.41
11.5718.7613.1414.1613.978.74
15.1113.5420.8618.2121.9110.463.99
KENTUCKY 123
Laurel River at Corbin, Ky. (3B-4050) Lat 36°58'00", long 84"08"00"; drain age area, 198 sq mi, and 201 sq mi (revised) 1956-60; mean annual precipita tion, 48.92 in.
Water year
192319241942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb, 3Jan. 3Aug . 10Dec. 30Peb. 18Jan. 1Jan. 8June 29Peb. 14Jan. 6Jan. 6Peb. 1Mar. 23Jan. 8Jan. 22Mar. 22Peb. 18Jan. 29Nov. 18Jan. 22June 23
Peak discharge
(cfs)
7,1507,4201,0206,9805,8704,770
18,6008,030
12,8004,5706,880
10,30010,3003,5603,0207,7809,500
16,2006,8103,5207,820
Antecedent base
discharge (cfs)
1,150570120411154112338
24588353202197482336246267728100
3970
118
Direct runoff
(in)
3.264.42
.552.801.892.445.441.754.041.722.963.842.971.741.504.423.425.952.261.392.19
Associated precipitation
(in)
3.354.301.074.202.984.094.231.993.172.323.764.963.552.933.015.834.536.124.601.734.07
Storm duration (days)
532326212225152645432
Antecedent precipitation
(in)
5-day
1.30.65
1.841.02
.79
.08
.34
.23
.16
.67
.14
.23
.70
.591.94
.23
.752.00
.551.072.12
30 -day
4.343.954.933.832.021.721.992.615.563.375.113.793.703.425.37(a)7.904.942.792.564.73
Annual runoff (in)
32.1635.49
-23.9318.1418.4821.8622.5116.8620.5132.6626.4430.5721.3810.6422.3022.9925.0227.9514.2226.13
a Record incomplete; not computed.
Licking River near Salyersville, Ky. (3A-2485) Lat 37°44'55", long 83"05'20' drainage area, 140 sq mi; mean annual precipitation, 43.67 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Peb. 3Apr. 20July 5June 23Mar. 20Apr. 12Mar. 6Jan. 8Aug. 5Feb. 14Peb. 14Jan. 31Feb. 1Mar. 22Jan. 8May 8Peb. 28Peb. 18Jan. 30May 8Jan. 22Mar. 17
Peakdischarge
(cfs)
14,3002,7001,0903,1405,3003,8304,1905,6002,9507,3402,8704,6408,7208,5502,160
7115,2404,4805,8803,0502,0201,530
Antecedent base
discharge (cfs)
378106
2.840
619469598166
32294111440140230
7990
348250339485
80120
Direct runoff (in)
3.271.02
.412.211.991.331.821.93
.922.961.613.003.063.091.30
.193.261.642.421.541.19
.99
Associated precipitation
(in)
4.152.114.844.082.522.243.042.71
.883.032.744.002.033.472.191.304.752.802.922.421.961.20
Storm duration (days)
1224215222344241322337
Antecedent precipitation
(in)
5 -day
2.130
.461.70
.741.571.86
.212.110
.01
.84
.07
.58
.94
.581.081.461.161.18
.66
.09
30-day
5.473.152.994.354.085.935.301.334.93
.933.697.262.903.071.791.984.077.693.897.09(a)3.82
Annual runoff (in)
_9.214.18
11.7521.3912.7615.9614.5214.3418.5414.9825.2520.8824.5712.78'3.91
18.6816.9617.0919.119.77
13.34a. Record incomplete; not computed.
124 KENTUCKY
Little River near Cadiz, Ky. (3B-4380) Lat 36°47'00", long 87°43'00"; drainage area, 249 sq mi, and 244 sq mi (revised) 1959-60; mean annual precipitation, 48.64 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 11Apr. 10Mar. 19Feb. 29Mar. 17Jan. 8Jan. 3Mar. 27Feb. 15Sept . 3Jan. 14Mar. 22May 17Apr. 17Mar. 21Jan. 30July 29Nov. 19Jan. 21June 29
Peak discharge
(cfs)
2,8705,8904,8904,2505,1405,8003,8505,020
15,0006,180
14,2008,8108,3303,0206,5807,980
13,00013,6005,9704,480
Antecedent base
discharge (cfs)
5015283363a410136164770459181590630475178470
3481
4106637
Direct runoff (in)
0.701.991.261.071.571.681.111.204.651.983.862.262.22
.591.592.121.033.841.41
.85
Associated precipitation
(in)
3.935.283.482.733.674.102.362.576.664.455.353.815.732.753.105.113.536.283.145.34
Storm duration (days)
32234222342141221231
Antecedent precipitation
(in)
5-day
0.160
.92
.54001.50
.9301.83
.70
.71
.46
.391.52
.13
.053.79
.72
.03
30-day
4.334.473.613.566.113.014.036.275.80
11.834.055.226.203.698.041.504.079.832.431.33
Annual runoff (in)
3.2112.8611.4913.0721.1917.8211.9116.5135.5037.2730.0323.8417.787.80
19.4216.9421.7128.6711.1811.84
Little Sandy River near Grayson, Ky. (3A-2165) Lat 38°20 drainage area, 398 sq mi; mean annual precipitation, 43
'00", long 82°55'30": .70 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 15Feb. 4Mar. 31July 20Apr. 10Dec. 31Apr. 12Jan. 2June 3Sept. 6Apr . 14Feb. 16Sept. 22Feb. 1Mar. 23Mar. 4Sept. 20Mar. 6Feb. 18Dec. 15May 8Jan. 22July 4
Peak discharge
(cfs)
7,06018,4008,2005,9407,940
12,9008,0409,530
10,0004,440
12,4006,510
24,5009,780
19,2008,2102,560
13,50012,90011,1009,8405,8609,000
Antecedent base
discharge (cfs)
66465
82148139762260250332
27400332
70390350217
5.7550420
90650173118
Direct runoff (in)
1.102.951.34
.881.262.881.331.582.11
.502.851.525.241.443.401.61
.282.934.132.282.931.352.19
Associated precipitation
(in)
3.632.732.291.222.593.701.652.792.031.274.622.567.432.973.332.223.552.774.723.604.381.413.12
Storm duration (days)
32212211212332221343434
Antecedent precipitation
(in)
5-day0.202.200
.120
.331.061.52
.36
.392.87001.10
.65
.06
.012.58
.741.221.78
.99
.62
30 -day5.713.202.345.063.232.175.892.693.483.897.274.396.026.073.311.741.94(a)6.491.906.442.045.18
Annual runoff (in)
-20.858.395.40
11.2421.1710.5019.4715.2011.2315.7814.2932.7125.0823.9411.254.08
17.8220.5316.8521.568.87
13.79a Record incomplete; not computed.
KENTUCKY 125
McGills Creek near McKinney, Ky. (3A-3045) Lat 37°26'40", long 84°41'55"; drainage area, 2.19 sq mi, and 2.14 sq mi (revised) 1959-60; mean annual precipitation, 41.78 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 22May 17Jan. 20Mar. 16Jan . 30Apr. 8Nov. 18June 5June 23
Peakdischarge
(cfs)
95025788
535398481
1,030146499
Antecedentbase
discharge(cfs)
3.9.6
1.41.5
.65.9
.45
.1
.55
Directrunoff(in)
3.721.97
.701.422.341.273.32
.301.28
Associatedprecipitation
(in)
4.333.792.331.783.951.286.88
.495.15
Stormduration(days)
261112313
Antecedentprecipitation
(in
5 -day
0.60.02.90
0.13
2.67.24.18
1.69
30-day
5.193.114.377.451.015.012.403.014.87
Annualrunoff(in)
24.4812.065.57
19.3222.8417.8624.2911.3714.32
Mayfield Creek at Lovelaceville, Ky. (7-0230) Lat 36°57'00", long88 49"00"; drainage area, 211 sq mi, and 212 sq mi (revised) 1959-60;mean annual precipitation, 46.66 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 1Apr. 18Feb. 19Jan. 24Apr. 10May 11Apr. 1Apr. 2Jan. 9Jan. 3Mar. 27Feb. 15Feb. 13Jan. 15Mar. 10Mar. 5May 7Mar. 22Feb. 19May 23Nov. 19Jan. 21Jan. 15
Peak discharge
(cfs)
6,0206,8304,8002,0605,9409,4405,1907,1607,1605,1905,190
10,90010,0008,3007,4006,1703,4806,0505,0906,060
11,2005,6004,030
Antecedent base
discharge (cfs)
1193
26525251692
11068
100208
36140130112
437445
149138490
4046
Direct runoff
(in)
1.662.581.60
.312.411.921.423.503.161.791.764.414.313.902.472.75
.582.161.813.233.861.09
.93
Associated precipitation
(in)
9.894.662.741.452.654.062.705.143.352.092.185.995.064.252.833.401.442.902.624.975.293.481.45
Storm duration (days)
43332433411222221222222
Antecedent precipitation
(in)
5-day
0.77.64.10
00
.431.19
.071.141.620
.271.0200
.941.47
.391.184.811.080
30-day
3.004.212.702.554.622.844.448.131.964.055.617.626.223.462.612.895.284.767.034.57
10.97(a)2.59
Annual runoff (in)
_17.5212.61
2.0212.439.777.90
23.0015.8513.2912.7126.0935.6320.4522.2913.225.89
13.379.07
17.3025.906.81
11.10
a Record incomplete; not computed.
126 KENTUCKY
Middle Fork Beargrass Creek at Cannons Lane, Louisville, Ky. (3A-2930) Lat 38°14'10", long 85°39'50"; drainage area, 18.5 sq mi, and 18.9 sq mi (revised) 1959-60; mean annual precipitation, 38.70 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 4Mar. 6Feb. 6June 2Apr. 12Feb. 15Aug. 29Jan. 14Jan. 4Mar. 3Sept . 20July 9Feb. 15Feb. 9Nov. 18Jan. 21June 23
Peakdischarge
(cfs)
331,400
791839
1,370898
1,5401,1001,150
7681,2901,1201,0601,240
8841,3203,300
Antecedentbase
discharge(cfs)
1.8123
103054251.3
63395.5
.15.3
342122265.0
Directrunoff
(in)
0.012.371.32
.543.431.90
.752.012.291.08
.99
.342.141.221.432.082.56
Associatedprecipitation
(in)
1.273.772.771.545.392.021.122.963.182.715.311.354.322.083.253.775.71
Stormduration(days)
12322241432342231
Antecedentprecipitation
(in)
5 -day
0.352.77
.29
.562.2000
.31
.10
.200
.42
.50
.503.051.30
.21
30-day
5.108.732.485.578.005.942.102.667.371.101.043.625.472.897.042.124.72
Annualrunoff
(in)
_20.9613.7514.3017.2218.5033.0222.5118.6310.352.75
15.1316.6514.5922.0610.7618.59
North Fork Nolln River at Hodgenville, Ky. 85"44"; drainage area, 42.4 sq mi, and 36. annual precipitation, 46.22 in.
(3A-3100) Lat 37°35', long 4 (revised) 1955-1960; mean
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 9Mar. 11Apr. 11Feb. 26Feb. 13July 6Feb. 13Nov. 5Jan. 30Jan. 14Mar. 10Mar. 3Sept . 21Mar. 16Feb. 2Apr. 4July 11July 23Sept. 17
Peak discharge
(cfs)
2,0002,0001,9303,1402,7202,4706,6705,1704,720
(a)5,2906,580
5486,8403,8106,5108,3007,3101,640
Antecedent base
discharge (cfs)
164027907419337.9
140100
2915
039
924242.92.7
Direct runoff
(in)
0.98.97.76
1.582.10
.852.561. 772.772.301.762.13
.091.421.372.732.801.42
.58
Associated precipitation
(in)
'2.902.102.172.772.551.852.645.764.733.603.333.242.842.402.574.773.213.702.20
Storm duration (days)
2112211131122211112
Antecedent precipitation
(in)
5 -day0
.73
.302.27
.36
.4802.161.70
.370
.03002.49
.083.122.470
30 -day4.151.605.194.184.663.321.514.35
13.533.251.87
.912.125.783.012.29
10.944.333.22
Annual runoff (in)
7.9915.47
7.8614.8912.5914.7313.5421.2731.2624.7021.6410.493.31
13.9815.4518.0325.9012.2417.13
a Peak not determined.
KENTUCKY 127
Red River at Clay City, Ky. (3A-283S) Lat 37°52'00", long 83°56'00", drainage area, 363 sq mi, and 362 sq mi (revised) 1955-60; mean annual precipitation, 45.35 in.
Water year
1931193219381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 29Jan. 30July 15July 6Mar. 31Jan. 25Aug. 25Dec. 31Apr. 12Jan. 2June 3Aug. 2Feb. 14Feb. 16Feb. 1Jan. 16Mar. 23Jan. 9May 8Mar. 1Feb. 19Dec. 15Apr. 28Jan. 23Feb. 12
Peak discharge
(cfs)
5,76013,60021,10019,800
9,3602,5406,840
13,3007,440
11,7005,0604,210
13,4008,400
15,1005,800
19,2007,1802,180
12,80010,40012,00011,5003,3204,590
Antecedent base
discharge (cfs)
680520
7878
183218
98660280290308
43300309
1,380890557219366
1,04064852
913190280
Direct runoff
(in)
1.103.633.672.621.45
.501.513.151.322.081.10
.762.782.133.851.253.271.50
.433.133.362.442.44
.98
.84
Associated precipitation
(in)
1.343.495.172.662.541.552.093.622.452.972.451.612.902.944.831.964.052.281.393.855.164.863.161.691.22
Storm duration (days)
2231242322212332232356331
Antecedent precipitation
(in)
5-day
0.51.80
1.55.96.04.10.33.49
1.351.341.01
.75
.390
.87
.22
.58
.65
.591.12
.64
.031.861.14
.87
30-day
2.184.255.546.373.453.085.653.146.232.456.373.763.603.898.522.543.662.483.794.376.791.434.862.172.68
Annual runoff (in)
_--
25.7411.975.92
14.1724.4412.6121.1816.7615.6617.8817.3432.0724.4824.0814.436.78
21.9320.7519.9522.259.08
15.40
Rose Creek at Nebo. Ky. (3A-3840) Lat 37°23'05", long 87°37'55"; drainage area, 2.03 sq mi, and 2.10 sq mi (revised) 1959-60; mean annual precipita- tion, 57.67 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21Mar. 3Apr. 6Apr. 23Feb. 15June 1Nov. 18Aug. 6July 1
Peakdischarge
(cfs)
688733570500884689
1,2301,000
900
Antecedentbase
discharge{cfs)
0.225
0.5.8
0.7
00
Directrunoff(in)
3.633.701.201.332.82
al.43a4.815.392.03
Associatedprecipitation
(in)
3.843.291.362.513.22
.624.175.626.42
Stormduration(days)
121241225
Antecedentprecipitation
(in)
5-day00
.021.-05
.5004.610
.03
30-day4.811.341.203.747.468.439.373.351.68
Annualrunoff(in)
__
3.5710.0110.7313.4020.3913.4014.86
a Runoff probably increased by unobserved precipitation.
128 KENTUCKY
South Fork Beargrass Creek at Louisville, Ky. (3A-2925) Lat 38°12'40", long 85"42"10"; drainage area, 18.8 sq mi, and 17.2 sq mi (revised) 1959- 60; mean annual precipitation, 45.75 in.
Wateryear
19401944194519461947194819491950195119521953195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 3Aug. 22Mar. 6Feb. 13Apr. 16Apr. 12Jan. 27May 10Jan. 14Jan. 4Mar. 3Mar. 21Feb. 15Apr. 4Nov. 18Jan. 21June 23
Peakdischarge
(cfs)
1,36090
1,890528346
1,080486
1,860776890424497853554600
1,1802,220
Antecedentbase
discharge(cfs)
161.2
17140393746
9.753396.1
462312
7.612
.7
Directrunoff(in)
1.41.06
2.101.01
.553.112.482.921.832.301.011.242.061.34
.772.072.86
Associatedprecipitation
(in)
3.291.573.611.971.625.694.415.203.023.542.692.524.183.562.883.405.80
Stormduration(days)
22111242132245121
Antecedentprecipitation
(in
5 -day
0.36.82
2.63.29
1.302.201.11
.22
.34
.58
.011.75
.48
.792.611.31
.32
30 -day
4.984.378.884.224.107.393.312.356.457.49
.958.325.842.416.622.145.91
Annualrunoff
(in)
_-
20.0211.6213.0314.4916.7929.6320.0716.819.23
14.8214.229.24
14.897.36
13.97
Tradewater River at Olney, Ky. (3A-3830) Lat 37 913'35", drainage area, 255 sq mi; mean annual precipitation, 45.
long 87°46'45"; 99 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 20Dec. 29Apr. 11Mar. 20May 8Jan. 4Feb. 8Jan. 5Mar. 29Feb. 16Jan. 6Jan. 16Mar. 24May 20
May 10,11Mar. 23Feb. 3
May 24,25Nov. 19Jan. 22July 1
Peak discharge
(cfs)
1531,4405,1802,9601,9503,3204,1003,1402,4407,1204,2606,2605,5204,0201,6703,5104,0606,0207,9603,2004,400
Antecedent base
discharge (cfs)
1.8149237
115300167
74154181298
1,370551162188104
1866
182162
.3
Direct runoff
(in)
0.03,69
3.124.341.771.184.632.983.915.027.224.503.483.041.243.373.565.158.692.462.72
Associated precipitation
(in)
0.692.064.526.273.131.356.794.215.565.068.585.423.494.242.124.466.627.109.804.105.23
Storm duration (days)
222722
109
123
1241,41655622
Antec precipi
(in
5-day
0.0100
.0702.04
.3701.160
.69
.08
.62
.63
.46
.34
.191.672.81
.89
.08
edent tation
30-day
3.552.655.07
.834.50
12.445.252.835.177.776.332.994.175.734.75(a)1.342.596.502.361.06
Annual runoff (in)
_3.27
12.9413.0810.7820.7515.7416.3712.7630.0036.8123.5224.9915.727.22
15.1414.0017.4627.869.66
14.77a Record missing; not computed.
KENTUCKY 129
Triplett Creek at Morehead, Ky. (3A-2500) Lat 38°10'45", long 83°25'55"; drainage area, 47.5 sq mi, and 47.9 sq mi (revised) 1959-60; mean annual precipitation, 46.04 in.
Water year
1941 -1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 19Apr. 9Mar. 19Apr. 11Dec. 31May 15Aug. 5Apr. 8Jan. 5Sept. 21Jan. 4Mar. 22Mar. 3May 1June 9Feb. 17Dec. 14May 5Jan. 21July 3
Peak discharge
(cfs)
10,00010,4003,5203,6505,2203,6105,860
15,7005,470
16,7006,700
11,6005,9402,190
16,20010,4009,9103,7603,130
18,600
Antecedent base
discharge (cfs)
6.12970
13345248.2
32428.4
187024253.2
7293
1425930
Direct runoff
(in)
1.292.141.481.271.772.00
.862.171.066.061.323.032.091.36
a3.01a5.71
2.823.481.71
a4.08
Associated precipitation
(in)
0.633.372.222.083.322.60
.693.791.608.472.083.222.483.082.354.682.883.942.023.23
Storm duration (days)
12211512131235243534
Antecedent precipitation
(in)
5 -day
0.660
.661.161.64
.33
.93
.15
.310
.03
.46
.071.45
.34
.481.071.751.35
.57
30-day
4.513.833.706.192.823.473.594.855.055.461.753.372.013.603.945.992.736.012.475.84
Annual runoff
(in)
_15.0427.3912.9323.1720.6315.9620.8920.6242.0426.5923.0514.556.25
27.7928.9021.6026.4311.9619.28
a Runoff probably increased by unobserved precipitation.
Troublesome Creek at Noble, Ky. (3A-2785) Lat 37°26'36", long 83°13'06"; drainage area, 178 sq mi, and 177 sq mi (revised) 1958-60; mean annual precipitation, 46.71 in.
Wateryear
19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 2Feb. 1Mar. 22Jan. 8Jan. 16Feb. 27Mar. 14Jan. 29May 7Jan. 22July 1
Peakdischarge
(cfs)
a6,60015,6009,4103,2701,7509,300
10,40013,5006,0606,9205,550
Antecedentbase
discharge(cfs)
526165252130
2136033234882329095
Directrunoff
(in)
2.603.182.221.06
.393.671.803.162.111.171.13
Associatedprecipitation
(in)
3.793.852.991.292.224.502.674.623.072.011.56
Stormduration(days)
32232314222
Antecedentprecipitation
(in)
5-day
0.79.28.38.59
1.691.171.771.38
.95
.90
.23
30 -day
5.943.873.133.571.914.277.634.136.59(b)4.63
Annualrunoff
(in)
_19.7323.7313.895.75
19.8118.2718.9823.469.99
16.02
a Maximum during period January to September, b Record missing; not computed.
130 KENTUCKY
Tygarts Creek near Greenup, Ky. (3A-2170) Lat 38°33'55" drainage area, 241 sq mi; mean annual precipitation, 42
, long 82°57'10"; .20 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 20Apr. 10Mar. 20Apr. 12Feb. 27Mar. 27Jan. 21Apr. 13Dec. 16Sept. 22Jan. 15Mar. 23Mar. 4Sept. 21Mar. 6Feb. 19Dec. 15May 8Jan. 21July 4
Peak discharge
(cfs)
2,5605,0505,6203,3405,2605,0802,730
12,8005,650
12,0007,020
11,0007,0801,5406,8707,4706,4407,3804,9207,900
Antecedent base
discharge (cfs)
4997
420105508252479567
4934
590396112
1858380275670300134
Direct runoff
(in)
0.341.261.42
.731.621.13
.593.451.574.201.632.431.65
.341.673.011.603.231.712.28
Associated precipitation
(in)
1.292.272.551.182.861.851.205.682.986.651.953.182.243.582.504.642.914.832.48.4.04
Storm duration (days)
12112122332231344324
Antecedent precipitation
(in)
5 -day0.780
.75
.851.75
.191.781.1400
.14
.61002.54
.761.161.201.48
.38
30-day5.213.261.614.483.482.934.385.642.544.032.353.02
.622.83(a)5.931.776.192.325.17
Annual runoff (in)
5.1411.9622.8212.5418.3919.1811.6216.8815.7730.7426.2121.1310.363.82
19.7621.0017.9324.689.78
13.94
a Record incomplete; not computed.
Yellow Creek near Mlddlesboro, Ky. (3B-4020) Lat 36°39'05", long 83°42'05"; drainage area, 59.9 sq mi, and 58.2 sq mi (revised) 1956-60; mean annual precipitation, 48.81 in.
Water year
19401941194219431944194519461947194819491950195119521953195419551956195719581959-1960
Data relative to annual peak discharges
Date
Aug. 13Apr. 4Mar. 17Dec. 30Feb. 17Jan. 1Jan. 7Jan . 20Feb. 14Jan. 5Jan. 30Feb. 1Mar. 22Feb. 21Jan. 16Mar. 22Feb. 18Jan. 28Dec. 8Jan. 21June 23
Peak discharge
(cfs)
311,9302,9402,8803,6601,7906,1603,0803,8203,4803,9705,5704,9002,0302,390,4,9503,0003,9802,9605,5502,980
Antecedent base
discharge (cfs)
4.118
144123140
50108104166121240
73113131
17172173130
62100
44
Direct runoff (in)
0.011.241.473.332.142.015.034.084.282.165.534.193.571.111.596.062.725.852.403.161.82
Associated precipitation
(in)
1.352.651.034.202.983.505.794.624.962.946.585.055.661.923.617.513.836.702.943.823.52
Storm duration (days)
111325353132212745223
Antecedent precipitation
(in)
5-day00
.781.02
.39
.44
.92
.44
.35
.60
.79
.250
.631.02
.44
.691.05
.31
.821.63
30-day0.822.153.264.071.562.172.325.823.823.696.024.104.545.201.376.367.594.016.565.225.10
Annual runoff (in)
0.2111.2118.0424.9420.2122.8724.8126.7617.8125.3632.1427.8131.9920.9814.8224.9926.627.9134.8618.8525.62
LOUISIANA 131
Bayou Anacoco near Leesville, La. (8-0275) Lat 31°09'35", long 93°21'05"; drainage area, 114 sq mi, and 118 sq ml (revised) I960; mean annual pre cipitation, 54.64 In.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 3June 3Jan. 3Apr . 24Apr. 29Apr. 17Aug. 3Feb. 5Mar. 25Aug. 25Feb. 3Dec. 18
Peakdischarge
(cfs)
4,95020,0009,2004,720
26,2003,620
16,5001,1102,2705,9302,0801,410
Antecedentbase
discharge(cfs)
1384439692420
14734
173114128
Directrunoff
(in)
2.018.303.312.137.661.634.941.091.372.731.14
.91
Associatedprecipitation
(in)
2.8712.78
6.575.32
11.143.427.783.292.258.564.703.51
Stormduration(days)
152111234342
Antecedentprecipitation
(in)
5 -day1.33
.30
.0401.17
.451.72
.42
.9500
.77
30 -day3.206.552.084.381.912.08
10.053.755.582.131.202.05
Annualrunoff(in)
23.2536.1318.1111.2931.219.82
16.625.62
13.8027.3811.9111.19
Bayou Cocodrle near Clearwater, La. (7-3820) Lat 31°00'00", long 92°22'00"; drainage area, 240 sq mi; mean annual precipitation, 60.39 in.
Water year
192219231924192519381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 20,21Apr. 14Dec. 24Jan. 19Apr. 9
Feb. 6-8Aug. 11Dec. 14Apr. 11Mar. 29
Mar. 23, 24Apr. 4May 19Jan. 20Mar. 3Apr . 24June 6Feb. 9Apr. 26May 18May 5Feb. 8Feb. 11Dec. 25Nov. 16Feb. 5,6Dec. 19
Peak discharge
(cfs)
6561,7901,5201,3904,000
7172,0001,7401,120
5861,3001,2601,4601,8001,0803,0701,300
633816
28,2001,5401,4301,1501,1601,470
986686
Antecedent base
discharge (cfs)
90850570814247564436875551244
(a)1,000
122468858
1,180760410637550223357
1,090794
1,130727216
Direct runoff (in)
0.86.71
1.32.91
3.56.55
1.58.78.60.53-.51
1.691.46
.461.64
.96
.72
.2013.142.091.35
.05
.20
.16
.15
.20
Associated precipitation
(in)
4.414.625.945.68
14.633.62
10.145,863.872.69
-3.52
10.395.763.936.989.04
33.812.53
20.1210.47
7.862.143.676.932.813.82
Storm duration (days)
5233999222-3676275163222121
Antec precipi
(in
5 -day
01.71
.353.62
.76
.44
.25
.970
.37-.95.48.75
1.03.49.01.01
00
.0205.282.243.922.641.43
edent tation
30 -day
2.6810.216.15
10.352.817.115.517.453.693.11
-8.193.095.125.60
14.4810.144.686.62
13.192.496.059.589.31
14.234.272.08
Annual runoff (in)
-37.4820.67
-25.7116.8522.5532.1123.5214.6225.2527.0027.4529.3719.7137.8827.3411.4614.6639.9115.4120.4116.8523.0429.8217.37
. 12.30a Daily discharge not available Mar. 19-29.
770-960 O-65 10
132 LOUISIANA
Bayou Duplantier at City Lake, Baton Rouge, La. (7-5795) Lat 50°26', long 91 II 1 ; drainage area, 0.808 sq mi; mean annual precipitation, 59.55 in.
Water year
1955 1954 1955 1956 1957 1958 1959
Data relative .to annual peak discharges
Date
Apr. 21 June 16 Nov. 20 Dec. 12 Jan. 19 Feb. 22 May 27
Peak discharge
(cts)
95.6 175 159 114
86 54 57.5
Antecedent base
discharge (cfs)
0.60 .22 .09 .80
1.5 .2
(a)
Direct runoff
(in)
2.05 5.91 4.20 5.41 5.50 1.57
Associated precipitation
(in)
2.524.15 5.84 5.97 3.67 2.18
Storm duration (days)
1 1 2 1 2 1
Antecedent precipitation
(in)
5 -day0.40
.19 0 1.42 1.85 1.85
30-day5.11 5.71 1.01 5.08 7.84 2.97
Annual runoff
(in)
55.40 55.79 22.25 20.18 15.22
a Daily discharge not available.Note.--During the period of record, water was diverted into the system from
several sources. During the earlier portion of the time, two ice plants were operating and wasting water into the storm sewers. This water eventually reached the lake. During the whole period the flow from an artesian well was diverted into the basin for 25 hours each day. The well flows at the rate of 50 gpm. During the summer months, the waste water from the municipal swimming pool located in City Park, flowed Into the lake. The supply for the pool was pumped from a deep well.
Records of analysis of storm runoff, evaporation, and inflow for the period September 1955 to December 1959 are published In Louisiana State University Bulletin, Vol. 52, N.S., No. 7, July 1940, "A Summary of Hydrologic Data Bayou Duplantier Watershed".
Black Bayou near Gilliam, La. (7-5475) Lat 52°45'55", long 93°52'15" age area, 564 sq mi; mean annual precipitation, 48.89 in.
drain-
Wateryear
19451944194519461947194819491950135119521955195419551956195719581959
Data relative to annual peak discharges
Date
Apr. 19May 4Apr. 2June 1Nov. 12May 12Jan. 27Jan. 17Feb. 20Mar. 10May 17Jan. 16May 24Feb. 5Apr. 29Apr. 29Feb. 15
Peakdischarge
(cfs)
9856,2705,8305,6104,0105,0502,7405,7901,5602,2404,0901,7605,1501,6508,200
17,7002,500
Antecedentbase
discharge(cfs)
125259
1,1101,500
990488
1,270701677285519105
2850
259520555
Directrunoff
(in)
0.562.962.791.121.29
.58
.522.12
.79
.572.91
.44
.84
.455.86
12.06.67
Associatedprecipitation
(in)
5.206.795.971.801.585.555.054.675.091.496.902.765.754.199.42
15.715.67
Stormduration(days)
24432245615252
1065
Antecedentprecipitation
(in)
5 -day0.08
.201.541.782.56
.50
.721.44001.16
.98
.28.51.15.45
1.06
30 -day2.774.809.80
12.627.565.576.055.155.774.577.802.54
.852.514.762.512.50
Annualrunoff(in)
5.5618.1022.9228.8217.8?14.4710. 7?19.248.729.4f
14.065.535.5S5.92
15.1552.0510.95
LOUISIANA 133
Bundlck Creek near Dry Creek, La. (8-0150) Lat 30°40'55", long 93°02'15"; drainage area, 238 sq mi; mean annual precipitation, 56.87 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 26Aug . 10Nov. 26Nov. 2Sept. 30Apr. 25Apr. 2June 2June 21Dec. 15Apr. 23Feb. 14Apr. 1Apr. 24May 19May 2Aug. 4Feb. 11Dec. 24Sept. 22Feb. 5Jan. 17
Peak discharge
(cfs)
1,11022,00011,6007,7801,0303,360
13,7008,8906,6101,7304,720
22,5001,160
18,10037,00015,90017,6002,8605,910
18,0002,5601,120
Antecedent base
discharge (cfs)
22690
194100
91110250250
90862233233117216418
96163326506186122333
Direct runoff
(in)
0.678.754.813.14
.121.734.463.64
.78
.751.975.85
.893.93
10.256.874.492.182.596.551.99
.21
Associated precipitation
(in)
2.1813.118.126.46
.884.236.185.733.761.724.469.213.446.79
15.728.636.934.645.40
10.675.821.43
Storm duration (days)
4832242311342152283541
Antec precipi
(in
5 -day000
.520
.08
.85
.59
.041.93
.020
.0100
.21
.77
.921.33
.230
.57
sdent tat ion
30 -day
3.952.907.483.144.563.134.089.214.349.22
10.014.271.484.14
17.014.578.185.376.978.791.613.84
Annual runoff
(in)
-25.7940.3123.618.64
19.2126.7434.4723.3714.6828.8932.529.69
18.3333.7516.7123.5513.1319.0232.6917.4412.35
Castor Creek near Grayson, La. (7-3705) Previously published as Bayou Castor near Grayson, La. Lat 32°04'55", long 92°12'24"; drainage area, 271 sq mi; mean annual precipitation, 55.55 in.
Water year
19411942194:3
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 26May 20Apr. 2May 5Apr. 3Feb. 10Apr. 11Feb. 13Mar. 26Feb. 13Jan. 5Apr. 24May 17May 5Mar. 24Apr. 8June 30May 3Apr. 23Mar. 2
Peak discharge
(cfs)
6,6907,980
3976,970
16,10011,10021,2005,1706,3709,0004,4503,240
18,0002,8304,4502,6904,1206,3701,5401,680
Antecedent base
discharge (cfs)
26237047
585585283465149480
24300621
8.81468
118176142
1,140
Direct runoff
(in)
3.053.59
.373.274.704.825.513.123.133.852.06
.916.351.151.201.251.733.45
.90
.22
Associated precipitation
(in)
6.237.751.926.945.516.899.344.966.096.776.242.829.405.04:
5.033.763.926.793.101.78
Storm duration (days)
35253336652162231531
Antecedent precipitation
(in)
5-day
0.083.88
.23
.14
.791.391.41
.32
.06
.03
.06
.231.70
.21
.0701.342.120
.11
30-day
5.145.302.113.816.91
11.656.423.872.894.932.723.289.402.972.374.315.614.303.034.45
Annual runoff (in)
14.8717.632.18
11.4817.5624.9422.1412.8919.3717.228.846.41
18.645.307.647.86
13.2426.145.526.59
134 LOUISIANA
Comlte River near Comlte, La. (7-3780) Lat 30°30'45", long 91°04'25"j age area, 552 sq mi; mean annual precipitation, 59.27 in.
drain-
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 25May 1May 16Mar. 14Mar. 4Mar. 24Jan. 8Mar. 30Apr. 5May 19Dec. 10Apr. 15Mar. 13Apr. 5Mar. 24Feb. 3Dec. 18
Peakdischarge
(cfs)
3,4404,8206,010
10,60010,00010,30010,10011,5003,630
20,5007,150
10,9009,4504,3205,0006,3606,950
Antecedentbase
discharge(cfs)
135567
98439292287136157130316274
79176210192
93136
Directrunoff(in)
1.141.133.532.715.072.792.823.77
.836.541.814.812.43
.921.222.801.94
Associatedprecipitation
(in)
1.972.479.994.326.213.724.344.742.147.514.148.174.122.732.206.553.56
Stormduration(days)
11714222113431252
Antecedentprecipitation
(in)
5-day1.651.45
.941.67
.14
.150
.11
.972.583.74
.15.06.95.41
0.91
30 -day4.626.742.834.474.254.233.304.152.56
12.947.751.694.526.494.933.072.09
Annualrunoff(in)
-17.9325.4723.8923 . 2332.9020.8817.179.16
28.0812.2519.7116.0010.5020. Of15. 7f12.8F
Cypress Bayou near Keithville, La. (7-3510) Lat 32°18'00", long 93°49'40"; drainage area, 66 sq mi; mean annual precipitation, 47.63 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957
Data relative to annual peak discharges
Date
Feb. 3Dec. 23Dec. 27Oct. 31May 31Apr. 30Mar. 4Jan. 5Mar. 13May 12Jan. 28Oct. 5Mar. 28Feb. 12Apr. 29May 12Aug. 3Apr. 6May 1
Peak discharge
(cfs)
7,7205,1708,0506,970
2208,2507,050
14,7004,8403,2003,2008,0101,1303,700
13,9007,450
23,70012,5002,020
Antecedent base
discharge (cfs)
180
231.5
.038.1
2911805.3
72.4
11136.44.2
.46.5
156
Direct runoff (in)
3.132.154.473.17
.108.803.325.312.081.511.373.06
.861.714.723.087.773.772.76
Associated precipitation
(in)
3.774.483.605.431.707.053.856.022.362.821.697.511.962.835.514.407.133.984.20
Storm duration (days)
2222251212122112114
Antecedent precipitation
(in)
5 -day0.57
.180
.81
.90
.071.10
.011.13
.351.590001.070
.58.03
2.86
30-day7.082.116.153.281.853.054.602.195.043.165.852.601.974.412.773.905.693.288.44
Annual runoff (in)
_14.0434.5818.47
.7523.4719.4231.3413.6311.058.41
22.495.71
12.2921.385.58
16.458.6f9.5f
Ward Creek at Siegen Lane, near Baton Rouge, La. (7-3800) Lat 30°22'30", long 91"04'10"j drainage area, 40.0 sq mi; mean annual precipitation, 60.30 in.
Water year
1947 1948 1949 1950 1951 1952 1953
Data relative to annual peak discharges
Date
Mar. 13 Mar. 6 Apr. 23 June 7 Mar. 29 Apr. 5 May 3
Peak discharge
(cfs)
3,900 1,900 1,210 1,950
723 600
3,840
Antecedent base
discharge (cfs)
118 19 5.9 8.5
14 36 85
Direct runoff
(in)
6.40 2.77 2.13 4.10 1.23
.90 8.19
Associated precipitation
(in)
8.21 2.93 3.94 4.19 3.23 2.40 7.44
Storm duration (days)
1 1 2 2 2 1 1
Antecedent precipitation
(in)
5-day2.05 2.85 0 1.16
.13 1.95
.73
30-day4.98 6.33 8.26 7.21 3.34 3.34 6.75
Annual runoff (in)
22.32 27.22 24.13 9.07
11.01 30.85
Note.--Sewage from Baton Rouge enters above station and is of low-water flow. Runoff in inches, therefore, subject to occasional diversion above station for oilfield operations.
a major portion error. Small
MAINE 135
Swift River near Roxbury, Maine (lA-0550) Lat 44°38'30", long 70°35'15"j drainage area, 95.8 sq ml; mean annual precipitation^ 56.90 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 7May 24Sept. 17Nov. 20Apr. 12Apr. 28Mar. 19May 7Oct. 21May 7May 3Apr. 16June 15June 16Nov. 9Mar. 29Sept. 30May 4Apr. 1May 3Apr. 21Nov. 26June 2Mar. 27Sept. 11Oct. 16Jan . 10Apr. 21Dec. 21June 15Oct. 24
Peak discharge
(cfs)
4,5703,580
b!3,0004,1303,4503,590
10,5005,0707,6803,5804,8402,380
14,50010,2009.8004,7504,0204,0203,7501,900
10,80011,4008,060
10,2009,9706,2503,0003,0307,2002,440
16,800
Antecedent base
discharge (cfs)
137198
_219230(c)24070019c)c)c;36
209164(c)28
(c)317317226136191110
84193
26150137
6888
Direct runoff (in)
al.771.29
_1.351.66
a!8. 53a7.081.35
.8915.5917.837.232.701.542.19
23.421.08
20.43al.42
.67a4.443.461.60
a6.792.591.122.37
al.84a2.241.10
a3.91
Associated precipitation
(in)
1.552.05
_2.402.48(c)4.401.752.67
c\cc
4.902.492.82(c)3.30(c).48.81
1.803.792.434.374.991.713.52
.011.252.933.70
Storm duration (days)
22
-31
93422
707253
222
1141
1041112234151333
Antecedent precipitation
(in)
5 -day
0.02.24-.06.01
(c)3.74
.030
ccc.25
1.41.31
(c).63
(c).58.13.14
1.33.11.25.15.56.08.22.07
1.97.10
30-day
4.113.35-
3.151.73(c)5.202.79
.99(c)(c)(c)2.493.285.13(c)1.81(c)2.402.933.503.024.583.044.263.96
.521.244.693.883.74
Annual runoff (in)
23.3622.0624.2528.9525.1927 .7733.2532.6331.8725.4125.2414.6424.6528.9529.2432.7128.6331.9119.5421.5125.3135.4331.0731.0040.4131.3024.8217.9535.8225.6139.55
a Runoff probably Increasedb Estimated.c Seasonal snowmelt rise.
by ice and (or) snowmelt.
MARYLAND
Casselman River at Grantsvllle, Md. (3A-0780) Lat 39°42'05", long 79°08'05"j drainage area, 62.5 sq ml; mean annual preclpltat ion, 48.85_In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 4Dec. 15Sept. 21June 13Mar. 11Mar. 24Mar. 1Oct. 15Aug. 6Feb. 10Apr. 6Feb. 10Mar. 30
Peakdischarge
(cfs)
5,1101,6903,6201,8702,1801,1101,6108,4003,1801,8701,8101,7202,620
Antecedentbase
discharge(cfs)
359411
18540
143100
3028
297732
8888
Directrunoff(in)
1.491.431.81
.881.31
.55
.683.321.811.141.591.705.51
Associatedprecipitation
(in)
3.332.714.232.081.791.712.465.764.182.09
.972.862.09
Stormduration(days)
2221112222266
Antecedentprecipitation
(in)
5 -day
0.31.31.08
2.21.41.43.32
0.18.53
0.31.24
30 -day5.922.992.694.681.633.981.423.963.454.692.622.592.45
Annualrunoff(in)
26.7424.7026.3429.1826.9521.0913.9432.7630.5222.3126.44
19.4327.16
136 MARYLAND
Dorsey Run near Jessup, Md. (IB-5945) Lat 39°07'15", long 76°47'00", drain age area, 11.6 sq mi; mean annual precipitation, 41.44 in.
Wateryear
1949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
May 23Aug. 20June 10Sept. 1Aug. 8Dec. 14Aug. 13Mar. 14Sept. 10July 8
Peakdischarge
(cfs)
381441401
1,250870340
1,400374299499
Antecedentbase
discharge(cfs)
7.12.48.94.25.1
162.7
142.59.4
Directrunoff
(in)
0.57.45
1.121.49
.88
.592.74
.62
.24
.73
Associatedprecipitation
(in)
2.352.583.824.603.651.959.171.792.453.35
Stormduration(days)
1232232213
Antecedentprecipitation
(in
5-day0.110
.97
.01
.13
.80
.651.13
.64
.94
30 -day3.25
.964.154.533.422.411.122.652.784.41
Annualrunoff(in)
20.3912.0"19.0"21.1426.2111.8413.5911.9?10.9123.01
Linganore Creek near Frederick, Md. (IB-6425) Lat 39°24'55", long 77°20'00"; drainage area, 82.3 sq ml; mean annual precipitation, 42.84 in.
Water year
193219351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 4Dec. 1Feb. 27July 15Nov. 13Jan . 30Sept. 25Apr. 5Aug. 14Oct. 16Jan. 4Aug. 1June 2Aug. 20Jan. 1Dec. 30Mar. 23Nov. 25Apr. 27Nov. 22May 3Aug. 13July 4Apr. 6Dec. 20Aug. 23Sept. 12
Peak discharge
(cfs)
6101,0801,5801,7202,1201,8402,4801,5603,4001,9203,0002,9603,6002,0502,9502,4002,7503,3504,1002,7302,1804,1302,8601,6103,7401,0901,150
Antecedent base
discharge (cfs)
2035
1004273401790
126332564982626807232
1433066212969401015
Direct runoff (in)
0.10.45
al.02.24.61.78.67.37
1.631.131.02
.671.79
.24
.64
.99
.82
.713.31
.95
.481.54
.65
.44
.70
.12
.21
Associated precipitation
(in)
1.782.82
.091.652.262.234.151.655.525.304.732.675.681.752.532.512.862.706.085.442.327.245.072.902.231.532.89
Storm duration (days)
131211112322211221432232122
Antecedent precipitation
(in)
5 -day
0.70.80
0.01
0.03.05.87
3.0100
.024.01
.5700
.02
.410
.48
.56
.60
.14
.590
.43
.12
30-day
3.031.583.115.147.801.683.882.646.222.571.357.277.523.051.224.401.681.394.351.183.47
.862.531.782.533.461.58
Annual runoff (in)
_13.0115.9217.0012.6313.6612.6911.6612.2316.3011.9112.7717.019.95
15.2419.8510.9316.0022.8617.167.64
12.8014.8410.3018.12
6.339.74
a Result of thaw and snowmelt.
MARYLAND 137
Little Falls Branch near Bethesda, Md. (IB-6470) Lat 38°57'27", long77"06'31"; drainage area, 4.1 sq mi; mean annual precipitation, 47.37 in.
Wateryear
194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
July 31May 28Apr. 30May 30Nov. 6June 10
(b)Sept. 1May 16Aug. 2Aug. 22Oct. 14Mar. 15July 22Aug. 8
Peakdischarge
(cfs)
2,3401,180
840935760
1,5101,100
982854661
1,340742500
1,4401,510
Antecedentbase
discharge(cfs)
3.71.2
.681.9
.5
.72.0
.282.6
.011.00
.301.30
.68
.20
Directrunoff(in)
1.42.92.53.77.58
1.35.90
1.02.81.29.89
1.05.23
1.101.01
Associatedprecipitation
(in)
al.421.811.782.582.153.192.513.421.891.663.393.73
.643.162.75
Stormduration(days)
122211111111111
Antecedentprecipitation
(in)
5 -day
2.35.34.20.57.35
0.50
01.07
.012.3900
.300
30-day
12.325.182.386.881.585.554.764.576.161.94
12.772.363.857.174.66
Annualrunoff(in)
13.0010.185.88
12.3612.6110.0912.9315.0015.226.649.679.178.03
15.298.47
a Observed rainfall b June 10 or 13.
probably not representative of what fell within basin.
Northeast Branch Anacostia River at Rlverdale, Md. (lB-6495) Lat 38°57'37", long 76"55"34"; drainage area, 72.8 sq mi; mean annual precipitation, 41.21 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan . 30Apr. 20July 13Aug. 9Oct. 16Nov. 9July 18Dec. 6June 14Aug. 12Nov. 29Sept. 11June 13Sept. 1Nov. 22Dec. 14Aug. 13Oct. 14Apr. 5July 23Aug. 8Sept. 12
Peak discharge
(cfs)
1,5802,3501,3502,9803,6602,2803,6801,6601,8201,7801,2802,0601,9802,7703,000
8893,1202,8701,0203,4002,4702,830
Antecedent base
discharge (cfs)
27112
20181734
137723647
12328
248283780143383572321
Direct runoff
(in)
0.891.30
.301.442.38
.812.11
.761.121.42
.91
.97
.731.181.64
.511.521.37
.49
.84
.391.45
Associated precipitation
(in)
2.332.821.835.067.432.835.561.884.721.592.454.942.374.465.311.888'. 554.411.652.422.434.40
Storm duration (days)
2221313221242122112222
Antecedent precipitation
(in)
5-day
0.02.64.11.18
0.86
1.43.12
1.6401.13
.443.030
.751.45
.63
.19
.78
.24
.22
.06
30-day
1.293.645.393.962.365.037.634.296.387.40
- 3.316.417.775.361.322.44
.942.292.867.855.293.09
Annual runoff (in)
12.8812.9410.7010.2016.5612.3318.1314.9211.0620.4020.5413.3518.5921.5520.079.61
10.6811.8410.7920.4910.3614.91
138 MARYLAND
Piney Run near Sykesvllle, Md. (IB-5880) Lat 39°22'55", long 76"58"00 drainage area,11.4sq ml; mean annual precipitation, 41.80 In.
Water year
193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
June 15Aug. 23Sept. 16July 20Jan. 3June 17Nov. 13Jan . 30Sept. 25Nov. 26Aug. 9Oct. 16Nov. 8July 31July 24June 8June 27May 15May 31Nov. 25May 25Nov. 21May 3Aug. 13July 20Sept. 13Jan. 25
Peak discharge
(cfs)
5851,8001,460
690476790
1,280647528232835500
1,780794
2,100945
1,590608
1,280608
1,480808275
1,2307,3801,080
704
Antecedent base
discharge (cfs)
3.95.6
116.08.2
108.8538.144.75.27.78.67.1
1915128.3
227.18.23.55.2
10.015.0
Direct runoff
(in)
0.452.41
.85
.16
.77
.581.26
.76
.30
.18
.60
.94
.99
.711.20
.63
.56a. 41
.57
.481.311.57
.351.903.26
.56
.62
Associated precipitation
(in)
1.099.093.71
.932.221.833.502.362.671.302.754.382.652.602.451.811.26
.37
.762.344.345.651.788.085.461.761.09
Storm duration (days)
522222121113242112212222221
Antecedent precipitation
(in)
5-day
0.25
1.57.83.36.55.04.15.06.31.15
0.99
1.911.79
.10
.40
.76
.61
.54
.49
.50
.69
.95
.042.49
.83
30-day
1.042.887.602.251.823.136.931.344.044.654.982.326.46
11.253.104.096.633.734.381.539.001.093.241.296.683.653.84
Annual runof"
(in)
7.4120.8313.3715.9918.4216.4315.7814.7612.4910.439.08
14.7013.2313.8719.1412.2217.8721.4114. C218.0024.2720.708.64
12.1517.4011. S^18.61
a Result of Isolated shower centered near basin, but not near associated raingages.
Rock Creek at Q Street, Washington, D. C. (IB-6490) Lat 38"54'38", long '77"05'05"; drainage area, 75.8 sq ml; mean annual precipitation, 40.19 In.
Water year
1930 1932 1933
Data relative to annual peak discharges
Date
Apr. 16 Sept . 5 Aug. 24
Peak discharge
(cfs)
1,300 3,060 4,650
Antecedent base
discharge (cfs)
45 2.7
21
Direct runoff
(in)
0.56 .16
2.37
Associated precipitation
(in)
2.13 2.45 8.53
Storm duration (days)
1 3 3
Antecedent precipitation
(in)
5 -day
0.21 .42 .20
30 -day
2.54 1.65 3.66
Annus I runof" (in)
6.93 18.49
MARYLAND 139
Rock Creek at Sherrill Drive, Washington, D. C. (lB-6480) Lat 38°58'21", long 77"02"25"; drainage area,62.2 sq mij mean annual precipitation, 53.63 in.
""ater year
".930-.931",932",933-.934"935
".936"937
".938'.939\940-.941'.942-.943'.944'.945'.946'.947:.948-.949'..950:.951'..9521953-.954-.955-.956'.957'.958'.959-.960
Data relative to annual peak discharges
Date
Apr. 7July 21May 13Aug. 24Mar. 4May 7Jan. 4Apr. 26Oct. 23Jan. 31Apr. 20Nov. 27Aug. 9Oct. 16Nov. 9Aug. 1May 28May 1June 20May 23Mar. 23June 13Sept. 1Nov. 22Apr. 28Aug. 13July 21Apr. 5July 9Aug. 8Aug. 4
Peak discharge
(cfs)
1,170590836
4,4601,8201,540
'1,6002,3002,220
8521,080
644748
3,1001,3602,0201,120
4761,1201,2601,1801,4603,2205,420
9332,3207,2201,2101,8101,6801,790
Antecedent base
discharge (cfs)
425.7
321846794458
103268329117.8
211344730405549932928344.5
1238261121
Direct runoff
(in)
0.54.28.64
1.99a. 82
..62.87
1.53.94.70.54.28.19
1.50.59.89.47.22.46.63.65.67
1.282.29
.461.561.55
.67
.84
.59
.45
Associated precipitation
(in)
1.941.014.037.15
.632.032.544.832.562.261.791.554.115.813.511.561.982.252.212.662.302.144.276.341.556.82
a4.51.953. £51.292.53
Storm duration (days)
1633312221132421212332132112213
Antecedent precipitation
(in)
5-day
0.21.38.01.25
1.19.16.80
1.192.55
.03
.430
.230
.833.54
.98
.20
.79
.79
.143.55
.01
.86
.71
.89
.13
.75
.34
.191.36
30 -day
2.443.272.943.963.083.712.342.435.681.424.044.246.362.844.87
12.526.502.123.623.971.458.065.951.462.701.523.693.044.465.505.34
Annual runoff (in)
7.843.516.12
16.9812.5316.7615.8216.5914.2210.939.428.735.64
12.728.92
15.3213.87
7.8213.2218.0112.7716.1118.1621.458.718.93--
16.008.68
13.14a From analysis by U. S. Weather Bureau
Savage River near Barton, Md. (lB-5965) Lat 39°34'05", long 79°06'10"; drainage area, 49.1 sq mi; mean annual precipitation, 42.06 in.
"Wateryear
1949195019511952'.953'.954.1955 .9561957".958-.959".960
Data relative to annual peak discharges
Date
Dec. 16Sept. 21June 13Mar. 11Mar. 24Mar. 1Oct. 15Aug. 6Feb. 10May 5Feb. 10May 8
Peakdischarge
(cfs)
8192,6301,8602,2701,1102,0307,5101,9201,1401,660
9422,500
Antecedentbase
discharge(cfs)
59119016
111301113
139136
2618
Directrunoff
(in)
1.301.651.361.01
.961.102.701.491.132.00
.741.69
Associatedprecipitation
(in)
2.574.572.332.182.122.705.293.311.603.271.333.85
Stormduration(days)
221121222522
Antecedentprecipitsftion
(in
5 -day0.24
.741.99
.30
.43
.150
.18
.531.07
.130
30 -day2.993.514.691.664.64
.793.243.633.873.782.02
.98
Annualrunoff(in)
19.8519.6726.2622.9318.959.65
28.1926.4219.9224.6211.86,24.11
140 MARYLAND
Sawmill Creek at Glen Burnle, Md. (IB-5895) Lat 39°10'12", long 76°37'51' drainage area, 5.1 sq mlj mean annual precipitation, 58.15 in.
Wateryear
19451946194719481949195019511952
Data relative to annual peak discharges
Date
July 18July 22July 17Aug. 1May 23Aug . 20Sept. 2Sept. 1
Peakdischarge
(cfs)
36302445547482
157
Antecedentbase
discharge(cfs)
6.85.75.57.4
104.56.27.6
Directrunoff
(in)
0.26.14.08.19.29.27.28.82
Associatedprecipitation
(in)
4.674.472.622.912.893.201.664.43
Stormduration
33112112
Antecedentprecipitation
(in)
5 -day
0.81.16.03.29.48
0.04.03
30 -day
4.732.262.562.403.16
.99
.814.78
Annualrunof"(in)
20.8?20.7216.1623.2:529.2017.6?20.9727.32
South Branch Patapsco River at Henryton, Md. (IB-5875) Lat 39°21'05", long 76"54'50"; drainage area, 64.4 sq ml; mean annual precipitation, 41.80 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 15Sept. 10Nov. 25May 26Nov. 22May 3Aug. 13July 21Sept. 13Dec. 26Sept. 2June 15
Peakdischarge
(cfs)
2,4002,9202,7604,9303,2001,0703,920
12,1002,6002,7601,920
750
Antecedentbase
discharge(cfs)
812040
1163763132736603436
Directrunoff
(in)
0.33.44.62
1.201.42
.271.381.95
.35
.26
.36
.18
Associatedprecipitation
(in)
0.373.242.364.375.751.698.165.591.891.631.921.55
Stormduration(days)
221222222112
Antecedentprecipitation
(in)
5 -day0.770
.56
.50
.52
.781.00
.042.65
.24
.77
.01
30-day3.773.991.539.141.123.181.376.243.664.554.562.10
Annualrunoff
(in)
21.3212.7517.1324.0420.219.02
11.6015.5210.7619.658.58
12.08
MASSACHUSETTS 141
Charles River at Charles River Village, Mass. (lA-1035) Lat 42°15'23", long 71"15'42"; drainage area, 184 sq ml; mean annual precipitation, 42.84 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 27Apr. 7Apr. 4Feb. 12Mar. 22
Mar. 11 ,12Apr. 29Mar. 8Dec. 11Mar. 7Mar. 22Feb. 23Mar. 28Apr. 7Mar. 15Apr. 2Sept. 17Aug. 23Apr. 11Apr. 11Jan. 30Mar. 9Apr. 9
Peak discharge
(cfs)
3,1101,0001,200
6851,140
861795
1,2801,240
7652,060
616857980
1,3101,4201,2403,2201,480
9241,770
9811,100
Antecedent base
discharge (cfs)
322652640170540339436250442169335325436480308690149
63603369636179441
Direct runoff
(in)
4.581.49
.85
.57
.77
.78
.53a2.15
.87
.76a2.75
.62
.58
.561.701.181.765.76
a2.41.94
2.401.521.76
Associated precipitation
(in)
9.573.001.261.782.792.292.402.002.512.48
.881.662.081.672.544.088.02
17.851.223.373.862.693.34
Storm duration (days)
614
62612
14216772777867677
Antec precipi
(in
5-day
0.110
.01
.011.33
.19
.04
.54
.090
.65
.09
.331.04
.36
.86
.81
.80
.89
.20
.13
.40
.01
edent tation
30-day
6.795.153.082.442.821.523.033.727.541.863.013.062.464.233.045.485.453.165.942.387.053.471.84
Annual runoff (in)
, Adjusted)
33.3323.7820.3513.3614.6521.1212.5624.5026.2717.0123.8515.2913.3921.3126.3823.2826.3731.2134.7417.1526.9022.1425.28
a Runoff probably increased by ice and/or snowmelt.Note. Annual runoff, in inches, adjusted for diversions for municipal supply
rf Wellesley and Needham. Occasional diversion since 1951 from Sudbury basin to Oharles River.
Hop Brook near New Salem, Mass. (1A-1740) Lat 42°28'42", long 72°20' drainage area,3.39 sq mi; mean'annual precipitation, 44.53 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 22Jan. 6Apr. 20Mar. 31Nov. 3Mar. 16Sept. 11Aug. 19Oct. 31June 26Dec. 21Apr. 2Oct. 24
Peakdischarge
(cfs)
109124
81152118146107275193135155225289
Antecedentbase
discharge(cfs)
135.18.59.56.64.7
.71.27.2
.583.57.2
.84
Directrunoff
(in)
0.82.70.48.98.92
1.15.49
2.581.15
.38
.93al.86
.97
Associatedprecipitation
(in)
0.262.121.772.362.921.722.767.452.472.282.181.644.23
Stormduration(days)
1111311111111
Antecedentprecipitation
(in)
5-day
0.48.38.92.11.40
1.89.84
6.82.01
0.06.40.17
30-day
3.232.983.052.954.844.024.048.017.042.685.344.533.76
Annualrunoff(in)
24.6217.8219.6127.4135.4529.9023.1226.3033.0016.5324.4919.8336.18
a Runoff probably increased by ice and/or snowmelt.
142 MASSACHUSETTS
Ipswich River near Ipswich, Mass. (lA-1020) Lat 42°39'35" J long 70°53'39";drainage area, 124 sq mi; mean annual precipitation, 42.84 In.
Water year
1931193219331934193519361937193819391940194119421943194419451946194719481949195019511952 195319541955195619571957195819591960
Data relative to annual peak discharges
Date
Mar. 31Apr. 1Apr. 20Mar. 7Apr. 15Mar. 15Dec. 23July 26Apr. 4Apr. 2
Mar. 29,30Mar. 20
Mar. 21, 22Mar. 27, 28
Mar. 8Mar. 9 .May 6Mar. 23Mar. 2Mar. 26Feb. 21Mar. 14Apr. 1
Mar. 11, 12Dec. 23bJan. 13Jan. 26Apr. 9Jan. 29Mar. 8Apr. 7
Peak discharge
(cfs)
948792
1,5401,5801,2402,610
5901,7001,1201,180
489877710506
1,020490688
1,810500919835
1,0701,3001,410
6821,530
496496
1,970934953
Antecedent base
discharge (cfs)
523204520
84302266143118340443
76550218142120
77300291111240296190415310288
46120226397
97289
Direct runoff (in)
0.87.75
1.221.341.65
a3.71.45
3.801.84
al.47a. 63
.591.07
.53a2.28
.71
.55a3.711.471.35
.75al.151.151.38
.993.50
.43
.443.861.161.72
Associated precipitation
(in)
2.992.421.792.313.782.321.53
10.192.021.37
.482.351.24
.811.882.252.87
.482.782.372.201.152.714.093.707.22
.502.865.762.372.71
Storm duration (days)
8228421
10862356
13677
14253227
1229788
Antecedent precipitation
(in)
5 -day
01.083.072.210
.33
.48
.050001.781.94
.89
.20
.24
.43
.820
.26
.071.491.751.33
.29
.040
.39
.24
.060
30-day
2.623.217.855.361.734.517.115.205.313.852.594.353.073.254.112.403.973.413.381.843.595.506.966.033.591.043.262.526.963.011.83
Annual runoff
, (in)(Ad juste
21.0414 . 5432.0322.5223. fl22.2320.1731. ?823.7918. ?412.5816. 6019.2414. 2124. ?127.1415.6322.0013.4813.9920.8128.9323. 8?28.6625.2°33.5615.0115.01-29.4520.1922.42
a Runoff probably increased by ice and/ b Peak also occurred on Dec. 25, 1954_. Note. Annual runoff, in inches, adTjust
supply of Reading, Lynn, Peabody, Danvers
or snowmelt.
ed for diversions for Salem, and Beverly.
municipal water
Rocky Brook near Sterling, Mass. (lA-0950) Lat 42°26'57", long 71°48'10"; drainage area, 2.28 sq mi; mean annual precipitation, 44.45 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 14Mar. 20Nov. 20Mar. 23Peb . 18Nov. 3bMar. 16Sept. 11Dec. 15Oct. 15Jan. 23Apr. 6July 20Mar. 31
Peakdischarge
(cfs)
58733136586468
39589983488
47086
Antecedentbase
discharge(cfs)
4.33.51.32.84.52.64.42.44.27.21.357.3
.442.45
Directrunoff(in)
aO.99a3.21
.39
.49
.77
.64
.481.80
.831.86a. 391.941.56
a2.46
Associatedprecipitation
(in)
0.84.77
2.571.651.652.791.904.402.037.29
.392.975.741.71
Stormduration(days)
14121111221511
Antecedentprecipitation
(in)
5-day
0.07.64.08.45.07.07
1.88.78
(°(c)0
.04
.43(c)
30-day
3.813.984.712.724.944.394.185.83
ccc
5.19f°!(c)
Annualrunof"(in)
17. S623.7915.998.71
24.6229.7227.6221.6129.2135.278.85
23.9°20.2027.56
a Runoff probably increased by ice and/or snowmelt. b Peak also occurred on June 1, 1952.c Record incomplete; not computed,Note. Plow regulated by reservoir since 1949.
MASSACHUSETTS 143
Ware River at Coldbrook, Mass. (1A-1730) Lat 42°23'30", long 72°03'40"; drainage area, 96.6 sq ml; mean annual precipitation, 44.62 In.
Water year
1928192919301931193219331934193519361937193819391940.194119421943'944
",945",946"-947 ',948"949
",950-.951-.952\953:.954'.955-.956-.957-.958:.959:.960
Data relative to annual peak discharges
Date
Nov. 4Mar. 16Mar. 26Apr. 4Apr. 2Apr. 19Apr. 13Jan. 11Mar. 19Dec. 21Sept. 21Dec. 7Apr. 13May 10Mar. 10Mar. 21June 25Mar. 22Mar. 10Mar. 16Mar. 22Jan. 7Mar. 30Apr. 4Jan. 28Mar. 16Sept. 12Aug. 20Oct. 17Jan. 24Apr. 8Apr. 3Apr. 5
Peak discharge
(cfs)
1,300990425
1,110bl,1901,4001,180
9765,9901,090
14,000961
1,830897
bl,720b718
b2,680b934
bl,170b836
b2,180b803b821b890b969
bl , 2 70bl,2101,7502,070
6311,3801,2601,170
Antecedent base
discharge (cfs)
_170
9184
225538374127143163
41157139
9857
30264
330120168121153145230265141103
889253
267217
95
Direct runoff
(in)
_al.33
.32a4.28al.222.421.04
.976.28
.708.671.616.69
.36al.80a. 782.52
.54al.33
.90a4.30
.67a. 83
.631.021.691.252.133.17a. 68
a6.571.222.32
Associated precipitation
(in)
_0.851.472.43
.952.652.361.885.011.43
15.602.304.912.131.44
.668.46
.80
.541.051.432.18
.371.301.683.183.426.035.39
.722.591.903.79
Storm duration (days)
_21
1117213135
1411122226121433251
2126
Antecedent precipitation
(in)
5-day_
0002.31
.35
.05
.46
.21
.172.0900
.38
.77
.661.200
.25
.06
.371.08
.571.351.1901.123.75
.2901.42
.20
.01
30 -day
_3.272.165.844.544.872.022.483.644.973.673.092.371.122.492.142.202.893.512.702.422.852.144.033.942.665.644.514.46(c)3.813.801.28
Annual runoff
(in)
_21.389.73
17.7616.9129.9326.0425.3426.1226.0838.7828.1522.7314.0017.9023.4820.8527.1323.6421.6824.4517.4816.4924.5228.7327.9025.7725.9635.0216.4127.3022.0631.57
a Runoff probably Increased by Ice and/or snowmelt.b Maximum dally discharge.c Record missing] not computed.Note. Dally discharge Includes diversion for Boston metropolitan district
during period Oct. 15 to June 14 of each yearj diversion began in March 1931. Annual runoff, in inches, for water years 1929-31 adjusted for pumpage from funnel under construction.
144 MASSACHUSETTS
Ware River at Glbbs Crossing, Mass. (lA-1735) Lat 42°14'07", long 72°16'45"; drainage area, 199 sq mi; mean annual precipitation, 45.51 in.
Water year
191319141915 '191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 28Mar. 2Feb. 26Mar. 31Mar. 28Mar. 23Mar. 2Mar. 27May 1Mar. 8Apr. 6Apr. 8Feb. 12Apr. 10
Mar. 15, 16Nov. 4Mar. 15July 7Mar. 30Apr. 1Sept. 17Apr. 13Jan. 10Mar. 19Dec. 12Sept. 21Dec. 6Apr. 13Feb. 8Mar. 9Mar. 12June 25Jan. 2Mar. 8Mar. 15Mar. 22Jan. 7Mar. 9Feb. 8Jan. 27Jan. 25 \Sept. 12Aug. 19Apr. 17Jan. 23Apr. 7Jan. 22Mar. 31
Peak discharge
(cfs)
2,6403,3602,5602,3702,4301,2602,5702,8202,2002,4802,8202,9501,6201,4901,6902,8402,1701,0401,5402,3902,9602,3002,180
11,2001,760
22,7002,3002,180
8782,5701,1204,9301,7301,2802,1302,1302,060
8801,7501,9402,4602,410
12,2002,5802,2001,7202,4004,000
Antecedent base
discharge (cfs)
41076
343256620480260805510140580530
23640320115398125115245
97561185775265290285555120200280
98170240220500411
84260430304190199
1,080160645210190
Direct runoff (in)
1.251.67
.75a2.49
.78al.OSb.76
b2.80.85
b.92bl.891.84
.84
.49bl.101.31
bl.25.20.52.59
1.47.75.94
3.81.62
7.78.99'
.51
.22
.46
.311.16
.43b.89
.70b.91
.62
.21
.34
.69
.79
.683.10
b2.38b.66
.44
.411.56
Associated precipitation
(in)
3.513.081.30(a).88
(a).68.44
3.52.81
1.482.201.03
.87
.114.36
.801.051.101.056.802.251.954.822.43
13.551.481.871.611.62
.317.571.19
.52
.96
.592.15
.541.821.631.213.187.811.27
.641.511.672.07
Storm duration (days)
413
(a)1
(a)231431322121213222233123122223111412181522
Antec precipi
(in
5-day
0.1700
.41
.42
.241.170
.05
.49
.1400
.19
.23001.95
.152.07
.14
.08
.621.031.202.3101.11
.08
.86
.981.25
.81
.25
.04
.91
.970
.091.14
.221.504.64
.710
.39
.84
.02
edent tat ion
30 -day
3.693.643.036.754.405.873.034.134.852.791.63
.91_
2.683.914.414.075.874.383.725.582.082.443.762.903.802.874.521.572.772.222.312.683.412.783.372.702.993.523.993.875.905.42(c)1.773.051.741.16
Annual runoff
(iri\, Ad.luste
17.6718.6914.1527.8620.4816.6724.1628.9325.8526.8920.9621.4814.0619.2421.4431.5021.2310.9915.6315.9125.8323.3823.9324.6127.2839.6424.8920.9012.7816.3122.6119.1026.1921.9517.6821.7316.4016.1322.6427.3326.1323.3428.6133. 3715.5123.6021.3029.19
a Snowmelt runoffj no associated precipitation, b Runoff probably increased by ice and/or snowmelt. c Record incomplete; not computed.Note. Since 1931, runoff, in inches, adjusted for water uiverted
from 97 sq mi in Ware River basin for supply of Boston metropolitanas needed, district.
MICHIGAN 145
Cedar River at East Lansing, Mien. (4-1125) Lat 42°43'40", long 84°28'40"j drainage area, 555 sq ml; mean annual precipitation, 50.59 in.
Water year
-.931-.932 933
:.934:.935'.93619371938]939194019411.9421.9431.9441945.'946
947948949950951952953954955
:.956:.957195819591960
Data relative to annual peak discharges
Date
June 30Sept. 5Apr. 2Apr. 4Mar. 5Feb. 27Apr. 18Feb. 14Apr. 19Mar. 30Jan. 3Mar. 18Dec. 29Feb. 27May 19Mar. 4Apr. 7Feb. 29Feb. 16Dec. 23Jan. 4Jan. 16Mar. 5Feb. 17Mar. 4May 14July 13Dec. 21Mar. 7Mar. 31
Peak discharge
(cfs)
a2221,6102,3101,3401,8001,3602,3304,0201,7601,9701,0202,6602,4902,3202,9302,3205,920
- 3,0002,5801,1702,2401,590
8782,4901,4403,3102,400
8951,9503,580
Antecedent base
discharge (cfs)
2157
382508539
180421387103410964113
7024111344163114013912826011447
425650300
97148143
Direct runoff
(in)
0.04.31.47.50.49
c.33.71.96.60
c.41.14.52.59.66
1.36cl.Ol2.56
.82
.91
.35
.69c.38
.22
.65
.191.41
.57c.31c.91
cl.63
Associated precipitation
(in)
1.122.561.201.02
.87
.332.603.072.27
.43
.301.742.201.133.92
.973.621.611.252.191.50
.331.182.481.403.712.371.041.31
.58
Storm duration (days)
3123314251122'4
42443223221923
122
Antecedent precipitation
(in)
5-day0.012.70
.37
.16
.01
.01
.04
.111.06
.251.27
.09
.07
.39
.64
.48
.120
.02
.320
.09
.24
.08
.701.411.510
.04
.11
30-day2.223.681.952.092.031.231.862.481.771.992.512.551.402.134.032.071.79.80
2.952.201.892.14
.891.661.675.486.691.112.09
.96
Annual runoff (in)
_5.888.15(b)(b)4.00
M(b)4.653.975.946.87
13.376.586.287.36
11.4613.897.04
13.6310.7110.605.527.166.92
10.527.125.187.54
12.48
a Maximum discharge during period March to September, b Not available due to incomplete discharge data. c Runoff probably increased by ice and/or snowmelt.
Lower River Rouge at Inkster, Mich^ (4-1680) Lat 42°18 I 00", long 83°l8'00"j drainage area, 90 sq mi, and 82.9 sq mi (revised) 1958-60; mean annual pre cipitation, 29.62 in.
1-'ateryear
19481949]950195119521953195413551956195713581359I960
Data relative to annual peak discharges
Date
May 11Feb. 15Apr. 4Dec. 8Jan. 20Mar. 4Mar. 26Jan. 6Apr . 30Apr. 6Dec. 21Apr. 3June 18
Peakdischarge
(cfs)
2,9201,9803,1201,2901,630
8402,7901,0202,460
964949
1,2801,010
Antecedentbase
discharge(cfs)
1442
12882
2241245901030236378
Directrunoff(in)
1.831.211.61
.63
.64
.401.05
.601.20
.79
.93
.77
.48
Associatedprecipitation
(in)
3.021.712.86
.921.161.822.13
.903.222.011.521.86
.87
Stormduration(days)
4341121125321
Antecedentprecipitation
(in)
5 -day
0.08.04
1.99.65.46.08.76.59
0.16.05.64
2.70
30-day
2.842.813.134.592.89
.702.492.221.541.121.122.624.87
Annualrunoff(in)
10.235.81
14.8910.6612.143.305.916.958.147.004.766.339.45
146 MICHIGAN
Middle River Rouge near Garden City, Mlch._ (4-1670) Lat 42°20'55", long 83 u 18'45"j drainage area, 89 sq mi, and 104 sq mi (revised) 1958-60; mean
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 10Feb. 15Apr. 4Dec. 8Mar. 11Mar. 4Mar. 25Jan. 6bApr. 29July 8Dec. 20Mar. 7June 17
Peakdischarge
(cfs)
2,150al,0001,9601,0601,060
4701,720
6151,8401,210
8141,0901,040
Antecedentbase
discharge(cfs)
8658
252174
843378
135322841
19922
Directrunoff
(in)
1.371.151.48
.64
.59
.24
.78
.331.16
.55
.66
.46
.84'
Associatedprecipitation
(in)
2.411.762.711.06
.991.691.83
.893.642.321.431.213.18
Stormduration(days)
434122113I334
Antecedentprecipitation
(in
5 -day1.14
.041.84
.83
.41
.08
.90
.8301.01
.07
.100
30-day
3.912.963.224.801.08
.632.542.211.354.162.192.462.08
Annualrunoff
(in)
13.549.17
17.8415.0415.856.?29.18
10.4012.3710. ?76.F26.4-09.70
a Maximum daily discharge.-b Peak also occurred on Feb. 28, 1955.Note. Occasional regulation by reservoirs above station since 1956.
River Rouge at Detroit, Mien. (4-1665) Lat 42°22'20", long 83°15'20"; drainage area, 193 sq mi, and 185 sq mi (revised) 1958-60; mean annual precipitation, 29.90 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 10Feb. 15Apr. 4Dec. 8Mar. 11May 31Mar. 26Oct. 4Apr, 1 29July! 9 'Dec., 20Mar. 1 6June 17
Peakdischarge
(cfs)
6,1302,4203,6401,8802,040
9603,0801,5104,2404,0301,3801,8802,140
Antecedentbase
discharge(cfs)
102140385208134
32115
15584870
400190
Directrunoff
(in)
2.01.88
1.15.47.46.15.74.45
1.171.03a. 62a. 47
.46
Associatedprecipitation
(in)
3.991.722.811.40
.83
.871.704.373.513.441.311.201.10
Stormduration(days)
435122123121I
Antecedentprecipitation
(in
5 -day0.04
.011.55
.83
.40
.09
.781.050
.56
.05
.072.12
30-day3.203.002.644.421.132.212.342.571.624.092.252.303.88
Annualrunoff(in)
12.127.37
14.1610.8111.264.896.127.93
11.6?9.5?6.517.43
10.63
a Runoff probably increased by ice and/or snowmelt.
MICHIGAN 147
Sturgeon RiVer near Sidnaw, Mich. (4-0405) Lat 46"35', long 88"35'; drainage areaj 155 sq mi, and 171 sq mi (revised) 1957-60; mean annual precipitation, 30.88 in.
Wateryear
1946194719481949195019511952195319541955195619561957195819591960
Data relative to annual peak discharges
Date
Mar. 23May 1Apr. 28May 7May 10Apr . 30Apr . 20July 2Apr. 16Apr. 14Apr. 12May 14Apr. 21Apr. 17Apr. 18Apr. 24
Peakdischarge
(cfs)
al,0402,430
c9752,4302,5203,6703,2601,9602,960
c2,5001,1701,1703,6701,6302,1204,630
Antecedentbase
discharge(cfs)
_50764819148543030017790
55837
692166
76380255
Directrunoff
(in)
_b4.73
.711.71
b4.55b4.55b3.84
1.19b3.33b3.12al.86
.47a3.75a2.60a2.08a3.67
Associatedprecipitation
(in)
_1.861.993.511.07
.17
.524.001.20
.84
.941.65
.7001.043.50
Stormduration(days)
_12
52552213634023
Antecedentprecipitation
(in)
5 -day-
0.61.63.10.16
00
.36
.020
.010
.2500
.08
30-day-
2.451.94
.362.695.212.714.771.832.38
.461.581.171.13
.271.74
Annualrunoff(in)
-18.259.13
13.5421.0925.6519.6120.5819.3617.8717.7417.7412.5915.2716.1824.46
a Maximum discharge observed.b Runoff probably increased by ice and/or snowmelt.c Maximum daily discharge.
MINNESOTA
Sturgeon River near Chisholm, Minn. (5-1305) Lat 47°40'25", long 92°54'00"j drainage area. 187 sq ml? mean annual precipitation, 25.87 in.
Water year
1943194419451946194719481949195019511952195319541955195619571958195919f?0
Data relative to annual peak discharges
Date
Apr. 10June 29Mar. 26Mar. 24Sept. 12Apr. 21Apr. 13May 7Apr. 29Apr. 17Sept. 5Apr. 16Apr, 13Apr. 22Apr. 21July 1July 11Apr. 15
Peak discharge
(cfs)
9751,230
997829
1,0902,120
5773,6301,420
928750
2,360826972
1,840459646740
Antecedent base
discharge (cfs)
24276172227
55015
420302386561274
1327232
110
Direct runoff (in)
al.85.70
a2.67al.86
.50a4.68al.21a7.54a4.03al.95
.51a3.57al.52a4.67a3.30
.27
.40a3.36
Associated precipitation
(in)
1a)74
(a)(a)
6
4
22
79aaaa \a)35a \a!3a)3121
(a)
Storm duration (days)
281
3632
32331224632
231326636
12
48
Antecedent precipitation
(in)
5 -day
_0.66--
0-----
1.33----.45
2.20-
30 -day
_7.24--
3.05-----
4.45----
4.745.51-
Annual runoff (in)
10.1111.929.489.11
12.509.716.22
15.097.449.087.27
10.325.616.346.954.617.778.09
a Seasonal sribwmelt rise.
77O-960 O-65 11
148 MINNESOTA
Whitewater River at Beaver. Minn. (5-3775) Lat 44C 08'35", long 92°00'14"j drainage area, 288 sq mi; mean annual precipitation.29.11 in.
Wateryear
19401941194219431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
July 11Sept. 16June 28Mar. 25Mar. 11Mar. 14Feb. 6Apr. 5Mar. 19Mar. 4June 13July 21Mar. 31July 27Mar. 25Mar. 10Apr. 2
Peakdischarge
(cfs)
4,7601,6903,3302,6401,7304,1404,8605,3503,3804,330
10,50010,2006,5806,6802,2102,3504..720
Antecedentbase
discharge(cfs)
646894
12175757575808068
104124
94109104
88
Directrunoff(in)
0.38.17.26
a. 50.24
al.50.35.66
a. 78a. 46
.81
.96al.84
.78
.25b.73
bl.47
Associatedprecipitation
(in)
2.803.222.470
.321.07
.431.35
.0303.493.79
.512.82
.51_-
Stormduration(days)
221042231011212
b20b27
Antecedentprecipitation
(in)
5-day
0.18.10.67.29.05.08.45
00
.68
.730
.66
.83
-
30-day
2.062.406.081.811.271.65
.851.812.04
.191.704.611.844.551.40
-
Annualrunoff(in)
4.374.736.526.525.887.146.437.985.045.906.537.138.7C7.275.8f5.445.51
t> Snowmelt rise.snowmelt and/or icemelt.
Yellow Bank River near Odessa, Minn. (5-2930) Lat 45°13', long 96° 2 1'j drainagearea. 398 so mi; mean annual Drecicitation, 22.27 in.
Wateryear
194019411942194319441945194619471948194'919501951195219531954195519561957195819591960
a Ri
Data relative to annual peak discharges
Date
Apr. IApr. 21May 31Mar, 25May 5Mar. 13May 24Apr. 11Mar. 25Mar. 31Mar. 28Apr. 5Apr. 4June 26June 8Mar. 12Apr. 7May 22Apr. 9May 31Apr. 7
Peakdischarge
(cfs)
1,140298
1,4003,000
8461,0201,5805,8903,460
4193,1004,0806,2602,2302,190
475513
1,870382
891,600
ino'ff increased by
Antecedentbase
discharge(cfs)
1.29169
8.5193
6.025
2564.6
462.0
504.2
340228
1040
218707.8
470
Directrunoff(in)
0.31.04.25
a. 62.15
a. 27.22.68
a. 90.16.38
al.OOal.63
.50
.26b.26b.30
.25b.60
.12b.23
snowmelt and/or
Associatedprecipitation
(in)
2.29.92
2.75.05
1.43.21
1.631.48
.18
.691.61
.19
.044.411.85--
1.36-
2.43-
Stormduration(days)
322131221742141
b!4b!9
2b46
2b5
Antecedentprecipitation
(in)
5-day
0.031.02
.170
.280
.081.1300
.02001.61
.17--
2.17-
1.80-
30-day
0.663.267.061.142.89
.901.842.191.59
.01
.301.231.145.733.27--
4.02-
3.62-
Annualrunoff(in)
0.62.54
1.673.031.851.152.853.812.831.071.702.194.703.832.47
.841.141.9o1.22
.211.53
Lcemelt .t> Seasonal snowmelt rise.
MISSISSIPPI 149
Bowie Creek near Hattiesburg, Miss. (2B-4725) Lat 31°26 drainage area, 304 sq mi; mean annual precipitation, 55
', long 89°26' .73 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 30July 9Mar. 7Dec. 24Mar. 21Mar. 24Apr. 25Dec. 25Jan. 21Mar. 6Apr. 2Feb. 15Mar. 29Feb. 33May 5Dec. 9Apr. 13Feb. 4Apr. 5Sept. 23Apr. 22Nov. 5
Peak discharge
(cfs)
3,4804,5906,9008,040
20,1005,1504,4005,2309,7106,8207,730
12,4006,8301,9407,5403,0009,2505,9004,120
11,4002,1403,700
Antecedent base
discharge (cfs)
196180208160450260267304635390
1,060185278267578250184250200150295281
Direct runoff
(in)
1.054.131.582.314.491.44
.821.034.024.172.903.362.37
.412.93
.993.261.791.053.12
.60
.85
Associated precipitation
(in)
4.0710.414.067.196.761.763.452.308.157.874.365.505.51
.924.994.427.595.122.89
11.392.563.40
Storm duration (days)
112
13211175412234321541
Antecedent precipitation
(in)
5-day04.47001.243.17
.48
.08
.63
.043.062.070
.882.313.92.55.64
1.65.33
01.76
30-day4.729.691.813.035.465.394.622.796.593.277.424.162.922.138.487.842.642.575.441.565.425.56
Annual runoff (in)
15.1819.7514.8320.3025.8724.9420.0623.7931.5524.4738.7523.9416.5111.9219.5211.0612.3813.3611.4423.6613.4217.55
Bull Mountain Creek near Smithville, Miss. (2B-4330) Lat 34°05', long 88"24'; drainage area, 335 sq mi; mean annual precipitation, 51.86 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 7Mar. 19Dec . 30Mar. 29Feb. 23Jan. 9Jan. 3Feb. 13Jan. 5Jan. 7Mar. 29Dec. 27Feb. 22Jan. 23Mar. 22Apr. 8Feb. 2Nov. 18Feb. 16Mar. 4
Peak discharge
(cfs)
2,1103,6704,750
21,90012,80017,1009,100
24,80017,90014,20026,700
7,65010,5008,800-
5,95018,00012,2003,070
-
Antecedent base
discharge (cfs)
68464272820960330285484607187634900970
1,120288261820300454600
Direct runoff
(in)
0.57.74
1.214.371.763.793.067.105.314.264.571.431.961.796.011.774.354.551.461.47
Associated precipitation
(in)
4.962.103.677.953.256.255.059.187.446.606.303.433.493.819.364.158.829.093.562.90
Storm duration (days)
31221347322122338672
Antec precipi
(in
5 -day1.08
.31
.54
.271.97
.9700
.78001.47
.591.92
.07001.43
.76
.33
sdent tation
30-day2.414.954.328.225.033.831.723.324.033.033.979.435.775.165.353.29(a)3.364.374.48
Annual runoff
(in)
14.4712.9710.8919.8118.9032.2821.7822.3630.2029 . 3929.9521.3220.3912.5122.7115.0021.4529.9017.2419.36
a Record incomplete; not computed.
150 MISSISSIPPI
Coldwater River near Lewisburg, Miaa. (7-2760) Lat 34°50'27", long 89"49'32"; drainage area, 218 sq mi; mean annual precipitation , 52.49 in.
Wateryear
19401941194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
June 29Jan. 6Apr. 9Mar. 13Mar. 29Jan. 1Jan. 8June 23Feb. 13June 15Jan. 13Jan. 3Jan. 27May 19
Peakdischarge
(cfs)
32,020790
20,90012,90016,20013,20025,90013,90017,4008,400
10,60011,40011,20012,300
Antecedentbase
discharge(cfs)
37904866
126130500
45770165
1,01087
140280
Directrunoff(in)
0.50.49
5.164.233.624.267.762.115.593.072.693.573.425.03
Associatedprecipitation
(in)
2.691.886.225.024.423.358.134.765.104.413.994.003.277.09
Stormduration(days)
11133222224114
Antecedentprecipitation
(in)
5 -day
0.48.60.01
1.02.52
3.261.570
.821.652.98
.10
.882.38
30-day
3.614.204.252.415.206.725.383.705.054.34
11.073.982.96
11.57
Annualrunoff(in)
_9.77
23.8323.33
31.9343.3263.7424.9125.7532.9231.6824.9323.83
-
a Maximum during Dec. 19, 1939, to Sept. 30, 1940.
Okatlbbee Creek near Meridian 88"45'25"; drainage area, 239
Miss. (2B-4760) Lat 32°21'15", long sq mi; mean annual precipitation, 59.98 in.
Wateryear
193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
Mar. 30May 3Dec. 14Mar. 21Mar. 22Mar. 30Feb. 15Feb. 11Jan. 20Mar. 7Nov. 29Jan. 7
Peakdischarge
(cfs)
5,8504,3502,0408,8906,0606,0904,1405,2805,4904,950
13,80018,000
Antecedentbase
discharge(cfs)
124155197450175
1,560415193520415
8794
Directrunoff(in)
2.641.881.272.023.052.201.553.752.604.435.114.21
Associatedprecipitation
(in)
4.353.283.592.625.393.682.766.893.246.746.525.57
Stormduration(days)
423243262532
Antecedentprecipitation
(in)
5 -day
0.31.76.80.88
2.29.09.08
2.40.21
1.43.04
30 -day
5.985.623.054.732.846.603.685.699.736.418.324.21
Annualrunoff(in)
17.5218.1313.5013.8112.1121.1621.0525.0724.1624.1637.7220.93
Plgeonropst Creek near Lewisburg, Miss. (7-2770) Lat 34°49'49", long89 49"20"; drainage area, 228 sq mi; mean annual precipitation, 50.57 in.
Wateryear
194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Apr. 9Mar. 13Apr. 23Feb 27Jan. 8June 22Feb. 13Nov. 19Mar. 13Jan. 3Jan. 27May 19
Peakdischarge
(cfs)
34,9009,3906,1106,1009,4303,2506,1607,2104,5105,0605,100
17,200
Antecedentbase
discharge(cfs)
526277
125106
4217548
12461
117115
Directrunoff(in)
2.672.63
.971.263.84
.981.881.581.191.261.304.14
Associatedprecipitation
(in)
6.184.851.802.129.985.165.486.283.534.203.367.83
Stormduration(days)
131132212115
Antecedentprecipitation
(in
5-day
0.021.17
.851.36' .0201.58
.26
.29
.10
.972.07
30-day
4.222.118.534.394.213.565.325.536.224.352.76
12.09
Annualrunoff(in)
------------
Note.--Annual runoff not computed because Pigeonroost Cree c and Coldwater Rivei are interconnected through old creek channel above station, and part of flow is directed to Coldwater River.
MISSISSIPPI 151
Skuna River at Bruce, Miss. (7-2830) Lat 33°58', long 89°21' area, 254 sq mi; mean annual precipitation, 48.29 in.
drainage
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 17Jan. 5Mar. 14Mar. 29Dec. 26Feb. 21Feb. 20Mar. 21Apr. 30Feb. 1Sept. 20June 10Dec. 18
Peakdischarge
(cfs)
a6 , 50011,9008,650
17,8008,0509,4805,400
61,40011,6009,250
10,80011,40010,600
Antecedentbase
discharge(cfs)
250197
89114144110
186033
160104255
Directrunoff
(in)
2.085.753.324.702.062.821.04
10.393.024.343.532.663.03
Associatedprecipitation
(in)
3.196.054.745.122.304.402.44
11.455.357.738.176.125.94
Stormduration(days)
2322121227233
Antecedentprecipitation
(in
5 -day0
.91
.180
.91
.55
.51
.3101.40
.99
.521.26
30 -day4.914.035.103.507.435.533.403.917.854.534.356.792.79
Annualrunoff(in)
_30.7825.7827.7715.4216.92
6.0922.6915.3918.0128.7315.7218.12
a Maximum during period March to September.
Tallahalla Creek at Laurel, Miss. (2B-4735) Lat age area, 233 sq mi; mean annual precipitation,
31°41', long 89°07'; drain- 53.05 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 9May 2Mar. 11Mar. 23Mar. 22Apr. 28Dec. 10Mar. 18Jan. 21Mar. 6Apr. 1Feb. 16Mar. 30May 27May 6Apr. 1Apr. 17Mar. 18Apr. 9Nov. 23Apr. 26Mar. 16
Peak discharge
(cfs)
3,41012,1002,2606,7508,200
11,3003,5706,050
13,7006,920
10,5006,2609,0301,9806,0402,2303,0406,0401,7603,0401,2502,920
Antecedent base
discharge (cfs)
382135115110312230115133757424
80307275
2185
13795
24472
143190362
Direct runoff
(in)
3.643.901.843.284.107.822.363.188.316.365.353.713.551.877.321.402.182.551.624.13
.911.35
Associated precipitation
(in)
5.597.023.463.246.479.544.282.429.568.016.676.115.798.24
10.732.645.235.214.567.962.851.42
Storm duration (days)
8211582165552671454
1041
Antec precipi
(in
5 -day0.60
.100
.42
.30
.0401.051.13
.082.57
.30
.01000
.47
.390
.860
.47
edent tation
30 -day6.375.921.156.033.958.427.126.145.944.066.303.744.161.794.172.362.793.31(a)2.60(a)4.87
Annual runoff (in)
13.2323.1712.9117.5118.0129.4021.7422.1031.3921.9440.9818.1515.138.55
20.0710.247.76
10.426.36
26.5910.7016.74
a Record incomplete; not computed.
152 MISSISSIPPI
Yockanookany River near Kosciusko, Miss. (2B-4840) Lat 33°02', long 89°35'; drainage area, 514 sq mi; mean annual precipitation, 52.85 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 6Feb. 8July 17Feb. 19Dec. 28May 6Feb. 22Feb. 11Jan. 21Feb. 11Jan. 5Jan. 8Mar. 29Dec. 22May 7May 5Apr. 13Mar. 16Feb. 3Nov. 16Apr. 22Mar. 5
Peak discharge
(cfs)
2,9004,9003,0002,4003,2009,710
10,20011,6004,8505,480
11,60013,60019,3003,0206,2506,8506,2505,4304,0206,8804,5406,130
Antecedent base
discharge (cfs)
140163
926762
112330337851346449
76298400452
671,530
1421,390
209173452
Direct runoff (in)
1.592.631.641.141.022.633.735.002.704.714.604.676.87
.864.232.962.822.541.853.482.682.36
Associated precipitation
(in)
4.375.286.642.454.522.154.857.085.076.136.708.408.632.496.986.364.335.083.376.054.693.81
Storm duration (days)
2351122577321363333532
Antecedent precipitation
(in)
5-day
1.2401.23
.081.1001.76
.061.10
.40
.81
.10
.08
.752.7803.24
.242.281.900
.37
30-day
6.262.755.181.354.144.657.138.156.944.136.472.474.005.303.384.027.885.644.454.464.224.69
Annual runoff (in)
13.2916.2311.6710.295.35
19.0417.7622.6519.1417.7633.6023.7831.7210.0017.3710.4012.2313.6214.7523.1313.9017.95
MISSOURI
Beaver Creek near Rolla. Mo. (6B-9310) Lat 37°52'45", long 91°47'45"j drainage area. 14.0 sq mi; mean annual precipitation. 41.68 in.
Water year
1949 1950 1951 1952 1953 1954 1955
Data relative to annual peak discharges
Date
Sept. 12 June 9 June 30 Mar. 10 Apr. 23 June 9 Mar. 20
Peak discharge
(cfs)
2,050 3,800 2,280 1,280 1,870
924 1,890
Antecedent base
discharge (cfs)
1.1 6
11 7.9
15 3
14
Direct runoff
(in)
0.68 2.07 2.59 1.06
.51
.48 1.21
Associated precipitation
(in)
3.21 2.76 3.48 1.52 5.21 3.36 2.06
Storm duration (days)
21 2 2 1 3 2
Antec precipi
(in
5 -day
1.17 0 1.25 0 0
.44 2.17
sdent tat ion
30-day
3.15 7.84 6.29 1.09 2.05 3.43 4.66
Annual runoff
(in)
13.74 32.41 15.86 13.94 5.19 2.27 9.03
Behmke Branch near Rolla. Mo, (7-0120) Lat 37°56'05", long 91°42'35"j drainage area, 1.05 sq mi} mean annual precipitation, 41.81 in.
Wateryear
19491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Feb. 14June 9Aug. 9Mar. 10Apr. 23June 9May 12May 30May 21July 17May 21
Peakdischarge
(cfs)
182 .1,190
36988
264847389369342847389
Antecedentbase
discharge(cfs)
0.49.36.10.56.68.10.13.44
3.0.27
1.30
Directrunoff(in)
1.311.501.23
.73
.571.05
.411.171.843.111.14
Associatedprecipitation
(in)
2.052.842.731.525.083.361.202.531.955.762.11
Stormduration(days)
22121311122
Antecedentprecipitation
(in)
5-day
00000
.44
.961.005.10
.102.59
30 -day
4.828.384.131.092.053.432.885.119.424.165.54
Annualrunoff(in)
11.6427.6816.3212.333.332.069.315.45
18.4215.396.73
MISSOURI 153
Big Creek near Yukon. Mo.. (7-0645) Lat 37°14'00", long 91°51«00"j drainage area, 8.56 sq mij mean annual precipitation, 41.47 In.
Wateryear
19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 10June 30Oct. 27Mar. 3Mar. 25Mar. 20May 15May 18Dec. 17Nov. 17Dec. 27
Peakdischarge
(cfs)
3,1202,9501,140
475462895
4,8601,4302,480
8711,000
Antecedentbase
discharge(cfs)
36.44.4
10.421.88.2
.72.1
.7
.32.5
Directrunoff
(in)
2.562.23
.66
.86
.57
.832.331.561.531.691.16
Associatedprecipitation
(in)
2.154.561.171.871.471.745.592.563.423.701.64
Stormduration(days)
32132112231
Antecedentprecipitation
(in)
5-day
0.58.67
2.730
.762.00
.011.080
.100
30-day
3.715.344.821.181.335.082.687.022.53
.422.89
Annualrunoff
(in)
21.2915.4120.20
4.852.036.515.14
17.4016.147.37
10.23
Blue River near Kansas Clty^. Mo. (6B-8935) Lat 38°57'25", long 94°33'32";drainage area, 188 sq ml; mean annual precipitation, 37.32 In.
Water year
19401941 1942 19431944 1945 1946 19471948 194919501951 19521953 1954 1955 195619571958 1959 1960
Data relative to annual peak discharges
Date
June 23Apr. 4 July 25 June 10Apr. 23 Apr. 16 May 10 June 23July 26 June 6Oct. 21July 11 Mar. 10Apr. 30 Aug. 2 May 28 Oct. 5June 30July 31 Apr. 27 Apr. 16
Peak discharge
(cfs)
7,0006,460 7,890 5,650
26,400 11,100 7,890
14,1009,540 8,800
16,40031,100
8,3801,760 4,750 8,560 1,270
14,30021,700 5,120 7,980
Antecedentbase
discharge (cfs)
8040 14 56
161 128
44 61
208 6410
160 120
49 2
16 2.9
14143
57 73
Direct runoff (in)
0.74.67 .66 .63
5.22 2.67
.99 2.561.12 1.232.937.24 1.71
.20
.45
.38
.201.763.43
.44
.93
Associated precipitation
(in)
1.182.20 1.54 1.706.22 4.26 2.83 4.861.88 2.505.055.88 1.091.60 4.03 4.47 2.483.584.75
.36 3.33
Storm duration (days)
121 12 41 42 33311 2 3 221 1 3
Antecedentprecipitation
(in)
5-day
1.460
.07 2.14
.48 0
.39
.623.29
.9102.28
.711.16
.04
.43
.04
.191.14
.01
.02
30-day
4.90.81
3.33 6.643.35 3.31 4.48 7.337.67 5.691.80
10.21 1.953.591.76 4.26 5.164.879.52 5.84
.99
Annual runoff (in)
5.639.03
13.61 9.59
11.9119.46 5.53
15.889.94
10.6711.6720.94 9.631.59 1.63 6.59
.934.03
14.72 4.73 7.03
Bourbeuse River near St. James. Mo. (7-0150) Lat 38°02', long 91°39'j drainage area, 21.5 sq ml; mean annual precipitation, 41.85 in
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 20Sept. 12Oct. 11June 30Dec. 14Apr. 23June 9Mar. 20July 3May 21July 31May 21Dec. 17
Peakdischarge
(cfs)
4,1004,8908,2503,2602,0204,5405,7902,4601,1306,3303,3504,5403,020
Antecedentbase
discharge(cfs)
9.51
132010141.5
14.2
601.6
141.2
Directrunoff(in)
1.121.734.411.77
.59
.871.49
.98
.243.761.47
.81
.83
Associatedprecipitation
(in)
2.554.465.073.59
.714.022.922.002.463.222.842.402.21
Stormduration(days)
2212113212222
Antecedentprecipitation
(in)
5 -day
3.47.69
2.101.35
.19
.67
.571.9404.95
.652.57
.Ifi
30-day
4.504.82
11.157.872.732.393.984.061.758.902.724.97
.K?.
Annualrunoff(in)
_14.2132.2715.7612.434.232.837.073.14
19.1112.795.927,9.7
154 MISSOURI
Castor River at Aquilla. Mo. (7-0430) Lat 36°57'10", long 89°54'25"j drainage area, 175 sq mij mean annual precipitation, 44.89 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 3Apr. 11Jan. 1Jan. 25Jan. 4Jan. 15Mar. 11Mar. 22May 3Mar. 22Feb. 18May 23Mar. 24Jan. 21Mar. 21
Peakdischarge
(cfs)
2,0001,5602,2203,0003,4301,7601,9601,500
8101,7301,5804,1002,9801,3001,010
Antecedentbase
discharge(cfs)
582620
501886688
4103.55.4
47220213
1335
Directrunoff
(in)
1.581.081.443.753.491.761.73
.43
.412.341.381.722.11
.88al.30
Associatedprecipitation
(in)
4.453.063.084.296.692.533.811.662.535.012.946.984.492.54-
Stormduration(days)
44244322273522
a!4
Antecedentprecipitation
(in)
5-day2.08
.4401.44
.02
.600
.960
.24
.90
.84
.39
.61-
30 -day3.562.352.526.625.791.721.935.582.342.215.325.685.631.56-
Annualrunoff(in)
11.555.79
10.3219.1534.0812.1717.145.443.418.569.21
19.5119.524.625.79
a Seasonal Note, Disoha
owmelt rise..rges and runoff are for area below Headwater diversion channel.
East Fork Big Creek near Bethany, Mo^ (6B-8970) Lat 40°17'50", long 94 0 01'55'' drainage area, 95 sq mij mean annual precipitation, 56.24 in.
Water year
193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 23May 31May 23Jan . 30Aug. 21Aug. 2May 8June 9June 26May 16Apr. 22May 15June 30June 6May 6Feb. 24Sept .20May 1June 21Mar. 31June 1June 25Aug. 2May 21July 15May 30June 30
Peak discharge
(cfs)
5903,500
9801,610
2102,0601,7802,9506,6003,1103,2104,1206,7708,1202,3102,0001,3002,9202,970
9251,3302,2402,5001,6201,7805,1004,740
Antecedent base
discharge (cfs)
048
.88041.04.5
2234
78136
6140
1850
.175
392.34
223020142.4
Direct runoff
(in)
0.262.24
.13
.42
.04
.24
.65
.871.831.382.262.441.394.76
.25al.37
.201.63
.80
.57
.88
.48
.96
.64
.711.871.67
Associated precipitation
(in)
2.503.701.08
.971.201.871.673.162.833.293.533.282.314.671.52
.062.112.484.332.154.032.604.11
.772.543.323.72
Storm duration (days)
152111222242223222336231221
Antec precip:
(in
5 -day
0.182.01
.3702.35
.16
.011.174.11
.14
.44
.58
.641.351.03
.08
.021.08
.640
.98
.242.63
.571.71
.02
.04
edent tat ion
30-day
1.495.723.992.376.063.483.185.458.122.972.364.924.935.384.422.48
.623.452.462.214.282.788.232.795.284.856.59
Annual runoff (in)
_11.88
2.879.78
.323.782.492.70
11.878.487.97
13.269.29
15.853.383.973.739.347.152.362.004.791.973.074.04
13.4214.40
a Runoff increased by icemelt.
MISSOURI 155
Eleven Point River near Thomasville. Mo. (7-0705) Lat 36°47 '05" long 91°29'30'i drainage area, 561 sq ml; mean annual precipitation, 45.15 in.
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 10Nov. 24Apr. 18May 2Mar. 21May 15Apr. 3May 5Nov. 16Dec. 28
Peakdischarge
(cfs)
4,2805,1701,6605,4806,8504,640
16,9005,560
11,4005,020
Antecedentbase
discharge(cfs)
166133
5228231017
1371466
Directrunoff(in)
0.39.55.13.28.52.30
1.36.52
1.11.35
Associatedprecipitation
(in)
1.923.211.842.392.904.745.433.347.311.93
Stormduration(days)
2322222441
Antecedentprecipitation
(in)
5 -day
0.880
.26
.21
.83
.10
.041.050
.08
30 -day
7.616.393.302.982.513.421.552.98
.181.61
Annualrunoff(in)
5.427.201.731.201.61
.995.854.783.353.63
Elk Fork Salt River near Paris. Mo. (5-5070) Lat 39°26'25", long 92°00'05",- drainage area, 262 sq mi; mean annual precipitation, 56.08 in.
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
May 28Feb. 26Feb. 21May 23June 28June 11Jan. 17June 27May 18Apr. 10Apr. 14Mar. 23June 19Feb. 27Jan. 16Dec. 21Mar. 29Aug. 22Apr. 1Apr. 11
Peak discharge
(cfs)
8,0209,3604,400
10,40010,3004,6102,420
20,60010,30014,0007,5505,0508,8604,0003,5607,0006,8009,5604,0801,480
Antecedent base
discharge (cfs)
883
228
357
1352
1063157
10447367.6
1246113418
Direct runoff (in)
1.62a2.37al.02
1.681.69
.41
.623.985.573.321.77
.722.06. .94.89
1.43al.771.781.39
.17
Associated precipitation
(in)
1.952.17
.783.113.951.911.644.576.243.333.481.163.121.732.022.441.244.612.46
.92
Storm duration (days)
21221241512123922131
Antecedent precipitation
(in)
5-day
0.82.01.01.24
2.32.96.02.37
1.08.38
0.36.49.16
0.15
0.43
02.12
30-day
7.01.44
1.312.649.292.472.944.614.513.675.021.607.05
.88
.69
.593.303.25
.483.76
Annual runoff (in)
_3.606.388.03
13.413.433.26
23.5313.4714.3017.405.96
15.595.408.097.688.149.004.551.32
a Runoff increased by snowmelt.
156 MISSOURI
Fox River at Wayland. Mo. (5-4950) Lat 40°23'45", long 91°35'5O"j drainage area.
Water year
1922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 12Mar. 16
Aug. 6, 7, 9June 17Sept. 17Apr. 20Oct. 1Nov. 18June 16June 7Nov. 24June 29Apr. 5June 2Feb. 26Mar. 5Apr. 6Mar. 13Apr. 24June 11Oct. 11May 17Apr. 24May 16June 17June 19June 7Mar. 20Apr. 1June 16May 12June 23Apr. 1Apr. 21June 6Aug. 9June 11July 31Aug. 8Mar. 30
Peak discharge
(cfs)
2,4001,9803,2503,7606,5707,3008,100
16,1003,4609,9406,440
25,0001,780
13,3008,0603,5404,0709,2601,6403,0804,5105,290
10,2006,8106,810
19,90012,20011,9003,3509,5605,2506,4007,9604,0506,0001,0306,1304,7509,480
13,400
Antecedent base
discharge (cfs)
3291825
127400
3178
572
23839
2688
9582599745870
136160
93154
13253135230
244922
153282235232863
116
Direct runoff
(in)
0.55.69
1.18.73
1.531.111.862.74
.721.841.412.05
.332.21
al.44al.03
.471.92
.23
.711.491.101.871.561.433.502.671.78
.531.67
.751.001.52
.571.28
.12
.441.541.72
b3.69
Associated precipitation
(in)
5.352.773.372.881.601.715.724.192.512.491.866.182.451.43
.46
.162.273.011.362.623.583.362.243.263.098.153.802.051.074.752.014.372.231.852.011.602.073.644.94-
Storm duration (days)
354222521252421122424534253122223422343
b!3
Antecedent precipitation
(in)
5 -day
0.24.21.01.80.72.98.53.08.08
1.821.35
.32
.281.27
.02
.030
.311.511.002.26
.37
.36
.49
.77
.071.05
.071.20
.23
.01
.14
.03
.50
.20
.021.03
.45
.93-
30-day
2.551.015.103.879.424.281.755.322.364.754.81
.531.227.98
.731.763.731.292.394.928.043.573.473.804.372.004.732.452.621.992.313.193.784.421.224.915.625.362.57-
Annual runoff (in)
_2.196.236.34
12.6913.0512.9019.734.576.46
10.868.26
.9212.324.177.562.755.481.582.799.477.596.74
10.5910.5912.9912.508.217.697.708.237.866.182.125.47
.602.378.84
11.9218.30
a Runoff increased by icemelt. b Seasonal snowmelt rise.
Green Acre Branch near Rolla. Mo. (7-0115) Lat 37°54'50", long 91°43'35"; drainage area, 0.622 sq ml; mean annual precipitation, 41.81 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 26July 16June 9Aug. 9Mar. 10Apr. 23June 9May 12May 30May 25July 17Apr. 19May 6
Peakdischarge
(cfs)
a!07210
1,90041346.9
557821337444306513182169
Antecedentbase
discharge(cfs)
0.29.10.10.10.18.10
0.07.10
1.050
.01
.04
Directrunoff
(in)
0.57.38
2.26.84.73.84
1.05.33
1.31.80
2.901.24
.50
Associatedprecipitation
(in)
0.65.86
2.752.541.525.083.361.002.53
.765.761.792.35
Stormduration(days)
1111212211222
Antecedentprecipitation
(in)
5-day
1.551.460000
.4401.804.87
.1001.64
30 -day
3.954.297.822.631.091.453.431.925.13
12.854.16
.763.12
Annualrunoff(in)
_9.84
26.5613.859.452.472.446.214.19
15.2516.146.45fi.63
a Maximum during period November to September.
MISSOURI 157
Jacks Fork at Eminence. Mo. (7-0660) Lat 37°09'15", long 91°21»30"j 32 In.
Water year
192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Date
Nov. 19Feb. 9June 21Apr. 28Oct. 17June 2June 13Jan . 25Jan. 14Oct. 8Jan. 18May 14Sept. 15Mar. 11Nov. 10May 2May 23Apr. 17Apr. 12Jan. 2Oct. 31Dec. 27May 3Apr. 14Feb. 13Nov. 10June 19Jan. 24May 10July 10Mar. 11Mar. 4May 28Mar. 21May 15Apr. 4Mar. 24Nov. 17Dec. 28
Data relative to annual peak discharges
Peak discharge
(cfs)
7,24012,2002,9705,0704,270
10,90040,0008,3607,4202,7402,610
17,0001,270
26,7002,6207,820
14,80015,1004,4501,8608,050
27,5002,570
16,40016,7009,6408,960
24,60027,5009,8608,8704,1503,400
20,50024,80021,60013,00010,30013,000
Antecedent base
discharge (cfs)
152430290272114660700395320101263684129398310450390433158174237250419838298653180927715980607217128371152276525156312
Direct runoff (in)
0.792.10
.39
.76
.832.192.20
.791.22
.36
.492.53
.233.21
.241.031.081.36
.44
.34
.852.08
.302.501.271.39
.562.183.091.651.05
.51
.292.001.462.061.691.28
.91
Associated precipitation
(in)
5.833.651.462.883.712.593.242.272.463.931.834.943.986.071.403.552.343.561.691.964.084.231.745.722.922.913.854.473.943.602.662.031.893.665.304.283.445.472.14
Storm duration (days)
232352123223422312112213242333235312232
Antecedent precipitation
(in)
5-day
0.86
1.390
.37
.343.35
.891.410
.22
.82
.13
.71
.98
.42
.800
.69
.06
.70
.26
.200
.103.6002.45
.61
.830
.04
.391.09
.07
.03
.50
.01
.03
30-day
1.233.958.472.70
11.676.818.362.684.265.363.336.506.363.134.373.795.072.653.072.327.401.743.698.331.477.551.685.943.038.131.921.473.355.712.501.673.49
.182.41
Annual runoff (in)
_20.479.807.51
12.0231.1528.5119.6014.3311.367.92
16.875.74
18.096.37
13.1816.4714.887.907.04
15.3818.938.18
27.6819.6316.2812.6824.1027.7718.8922.368.565.269.567.14
20.0016.8612.0113.82
James River below Battlefield. Mo. (7-0515) Lat 37°05'30", long 93°21'25"j drainage area, 528 sq mi; mean annual precipitation, 42.78 in.
Water year
1929 1930 1931
Data relative to annual peak discharges
Date
May 28 Jan. 14 Aug. 6
Peak discharge
(cfs)
a5,450 4,630 5,350
Antecedent base
discharge (cfs)
432 118
18
Direct runoff
(in)
0.60 1.25 1.08
Associated precipitation
(in)
2.09 1.74 6.01
Storm duration (days)
2 4 3
Antecedent precipitation
(in)
5 -day
0.10 .93 .01
30-day
7.80 3.25 2.78
Annual runoff
(in)
7.00 7.70
a Maximum during period June to September.
James River near Battlefield. Mo. (7-0510) Lat 37°06'15", long 93°19 t 30"j drainage area, 505 sq mi) mean annual precipitation, 42.78 in.
Water year
1926 1927 1928 1929 --_- . , . ., ______
Data relative to annual peak discharges
Date
Sept. 30 Apr. 15 June 9 A or. 9
Peak discharge
(cfs)
al,920 14,600 16,200 8.010
Antecedent base
discharge (cfs)
128 540 591 284
a Maximum during period February
Direct runoff
(in)
0.58 2.42 2.82 1.84
Associated precipitation
(in)
2.45 3.84 3.07 2.83
Storm duration (days)
4 3 3 2
Antecedent precipitation
(in)
5-day
0.31 2.83 1.41
.06
30-day
4.79 7.25 6.80 2.90
Annual runoff
(in)
30.27 28.40
to September.
158 MISSOURI
Little Beaver Creek near Rolla. Mo. (6B-9315) Lat 37 "56'05", long 91°50'15"; drainage area, 6.41 sq mi; mean annual precipitation, 59.70 In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June20,22June 2June 9June 30Oct. 22Apr. 23June 9July 7May 30May 21July 17Feb. 9May 6
Peakdischarge
(cfs)
al,0201,2304,1802,110
4562,110
740950
1,3205,0407,420
5241,060
Antecedentbase
discharge(cfs)
2.31.13.1
128.96
.6
.72.2
18.51.01.44.0
Directrunoff
(in)
0.901.301.812.68
.711.12
.56
.31
.772.063.42
.38
.64
Associatedprecipitation
(in)
2.753.403.074.182.293.762.872.003.321.735.351.122.19
Stormduration(days)
2222213111212
Antecedentprecipitation
(in)
5 -day
2.37.30.02
2.5200
.49
.801.483.94
.11
.18
.80
30-day
4.123.258.726.87
.801.873.295.263.898.054.662.242.29
Annualrunoff
(in)
14.8931.4518.2713.545.902.068.373.26
16.5816.805.699.14
a Maximum during period December to September.
Little Piney Creek at Newburg. Mo. (6B-9520) Lat 37°54'40", long 91°54'10"; drainage area, 200 sq mi; mean annual precipitation, 41.10 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 6Feb. 25May 19Dec. 31May 13Sept. 13June 26June 7July 19May 23Apr. 16Apr. 17Apr. 19June 25Dec. 27Feb. 28June 8Aug. 14Apr. 24Oct. 31Feb. 15June 10June 30Mar. 11Apr. 23June 9Mar . 20May 31May 23July 17May 17May 6
Peak discharge
(cfs)
8,860'6,7001,1101,3907,8406,700
28,0004,660
20,5006,050
15,2002,540
15,0004,820
10,8001,320
26,00032,50011,8001,6607,030
20,30014,4002,6801,7302,2604,4207,000
11,10013,5005,2804,380
Antecedent base
discharge (cfs)
257130115
629347
4893949
193142187130287109
87217
71202110174242180142166
54200
88630
68144125
Direct runoff
(in)
1.45.65.16.34
1.701.132.70
.38
.42
.701.32
.301.43
.733.31
.223.992.041.89
.19
.952.361.59
.35
.21
.06
.35
.752.331.41
.54
.34
Associated precipitation
(in)
1.971.511.471.893.304.053.55
.522.762.893.041.302.682.054.831.666.376.783.742.032.342.713.501.762.86
.852.102.484.245.112.112.21
Storm duration (days)
11222311122222224212222211213222
Antecedent precipitation
(in)
5-day
2.12.26
00
.35
.082.19
.73
.121.04
.01
.922.98
.82
.30
.85
.3201.152.620
.131.220
.03
.371.361.15'4.52
.17
.26
.48
30 -day
6.36.57
3.711.884.138.13
10.771.31
.926.792.123.263.809.541.622.325.703.404.615.105.068.495.761.032.523.763.724.638.664.823.692.46
Annual runoff (in)
_10.216.585.289.196.00
20.005.62
10.1510.2210.526.576.76
14.2016.986.41
24.0112.7512.529.33
12.9926.1716.1712.916.083.196.624.15
12.6612.246.717.24
MISSOURI 159
Little River ditch 251 near Lilbourn. Mo. (7-0425) Lat 36 0 33'20'] long 89°40 r 10"------
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 27Apr. 11Mar . 27Jan. 28Feb. 15Feb. 21Jan. 4Mar. 17Jan. 20Mar. 21Feb. 18May 23Nov. 18Jan. 21May 20
Peakdischarge
(cfs)
2,5001,3002,1003,1203,2102,7002,7801,950
9942,2402,3902,9703,1501,8901,660
Antecedentbase
discharge(cfs)
379133535605636240528165
86187195780-671135172
Directrunoff(in)
1.90.43.56
3.333.191.272.22
.42
.18
.91
.611.233.45
.56
.44
Associatedprecipitation
(in)
4.293.151.805.575.033.003.651.331.833.382.775.708.983.342.61
Stormdurationvflays)
431423312222522
Antecedentprecipitation
(in)
5 -day
0.31.28
1.791.06
.091.05
.021.511.601.51
.872.322.91
.83
.46
30-day
8.912.544.776.806.582.915.764.772.943.477.277.329.221.764.08
Annualrunoff(in)
21.6812.9814.3228.5637.8821.2224.9610.855.48
10.279.21
24.3230.8210.9711.3]
Locust Creek near Milan. Mo. (6B-9010) Lat 40°11'00", long 93°10'10"; drainage area, 225 sq mi; mean annual precipitation, 39.09 in.
Wateryear
1921192219231924192519261927192819291930193119321933
Data relative to annual peak discharges
Date
Aug. 17July 18Nov. 14June 27Apr. 25Sept. 17Oct. 5June 19Nov. 18
00June 6Aug. 18Dec. 26
Peakdischarge
(cfs)
al.OOO2,8802,2402,4903,2003,2602,2702,9803,8802,4402,6503,2302,260
Antecedentbase
discharge(cfs)
565185738859332
1443981402.3
Directrunoff(in)
0.331.171.221.031.201.841.901.092.061.28
.612.57
.86
Associatedprecipitation
(in)
2.231.452.632.223.563.993.363.934.271.981.804.861.43
Stormduration(days)
4123425333242
Antecedentprecipitation
(in)
5 -day
0.202.5501.19
.781.06
.56
.40
.10
.081.27
.290
30-day
3.907.682.837.192.82 ,7.81
12.302.944.923.614.725.62
.72
Annualrunoff
(in)
_7.485.257.306.36
11.7611.558.35
19.246.234.69
18.284.. OR
a Maximum b October
during period July to September. 31, November 1.
Lost Creek at Seneca. Mo. (7-1885) Lat 36°50', long 94°36'j drainage area, 42.0 sq mi; mean annual precipitation, 46.35 in.
Wateryear
19491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Feb. 15Aug. 27June 30May 23Apr. 24Sept. 30Oct. 26May 31May 25July 25Sept. 30
Peakdischarge
(cfs)
3613,2804,600
472107274296132
5,7601,420
555
Antecedentbase
discharge(cfs)
57244117491.2
134.2
4151857
Directrunoff(in)
0.40.85
1.85.23.09.10.21.03
1.82.57.41
Associatedprecipitation
(in)
2.555.415.453.241.423.422.721.783.792.733.22
Stormduration(days)
22232221211
Antecedentprecipitation
(in)
5 -day
0.12.48.49
1.690
.80
.284.84
.103.07
30-day
3.655.947.371.344.591.496.913.84
10.089.216.87
Annualrunoff(in)
11.2714.3914.498.983.971.446.481.84
20.2810.04
R.fifi .
160 MISSOURI
Loutre River at Mlneola. Mo. (6B-9355) Lat 38°53'20", long 9l°34'30"5 drainage area, 202 sq ml; mean annual precipitation, 56.91 In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21Sept. 13Oct. 21Mar. 17Mar. 18May 5June 8Apr. 5July 16June 30Sept. 2Feb. 10Oct. 11
Peakdischarge
(cfs)
a8, 16011,5009,330
10,9005,1004,7701,7504,2208,420
12,90010,90010,90010,000
Antecedentbase
discharge(cfs)
772
12142
61509.8
20124.78.2
2229
Directrunoff(in)
0.86.80
1.62bl.92
.49
.45
.13
.36
.761.341.061.521.16
Associatedprecipitation
(in)
1.464.733.131.57
.801.47
.58
.742.011.351.24
-2.141.41
Stormduration(days)
2221112212122
Antecedentprecipitation
(in)
5-day0.02
.410
.94
.09
.48
.630
.59
.59
.01
.12
.81
30 -day2.762.401.857.351.682.993.291.466.984.603.701.718.30
Annualrunoff(in)
_12.7210.7810.517.903.42
.554.635.968.76
12.807.097.99_
a Maximum during period December to September, b Runoff increased by snowmelt.
Maries River at Westphalia. Mo. (6B-9270) Lat 38°25'55", long 91°59'20"j drainage area, 257 aq ml; mean annual precipitation, 39.87 in.
Water year
194819491950195119521953 1954 195519561957 19581959 1960
Data relative to annual peak discharges
Date
June 22June 3Jan. 4June 30Oct. 6Apr. 24 June 9 Feb. 20June 25May 17 June 12Feb. 10 May 6
Peak discharge
(cfs)
a!4,00014,20015,60010,3007,9306,100 5,700 7,3205,600
20,000 9,660
10,300 8,380
Antecedent base
discharge (cfs)
8564
1689745
170 27 226.6
56 1929
165
Direct runoff (in)
1.732.552.591.37
.71
.79
.35 1.05
.461.73 1.381.10 1.44
Associated precipitation
(in)
3.433.733.952.651.302.33 1.72 1.991.903.85 3.001.81 2.05
Storm duration (days)
324221 2 233 22 3
Antec precipi
(in
5 -day
4.30.32
02.180
.53
.90
.03
.04
.38
.89
.06 1.05
edent tation
30 -day
5.734.09
.357.524.512.31 4.50
.754.346.02 3.111.26 4.03
Annual runoff (in)
_18.1619.6019.2012.794.91 2.22 7.592.16
17.37 11.374.87 8.30
a Maximum during period December to September.
MISSOURI 161
Medicine Creek near Salt. Mo. (6B-9000) Lat 40°07'58", long 93°21'50"; drainage area, 225 sq mi; mean annual precipitation, 58.86 in.
Water year
192219231924192519261927192819291930193119321933193419351936 '193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 13Nov. 15June 28Apr. 25Sept. 17Apr. 19Sept. 12Apr. 20Oct. 31Apr. 20Aug. 2May 13Sept. 13June 18Feb. 25Feb. 21June 2Mar. 12Aug. 18June 9June 26May 16Apr. 21June 16Jan. 6June 6Mar. 19June 14June 15July 22June 22Mar. 31June 2May 12July 3May 22July 15Aug. 7Mar. 29
Peak discharge
(cfs)
2,9602,2303,1703,0004,6403,7206,260
a6,6001,8903,9107,7601,660
4566,5001,2106,3401,090
12,3002,820
10,00012,40010,7007,1807,0104,560
24,20011,00012,70013,00014,5006,4304,8405,5104,3603,4901,590
12,40014,9009,010
Antecedent base
discharge (cfs)
17323528
230178
2302229
4381.8
630
1875
5785
774675794
10080
5886
27271046793.80
42101
76116
Direct runoff (in)
2.301.441.621.062.011.302.062.511.001.021.55
.43
.071.77b.49
bl.48.21
1.69.66
1.492.211.702.202.311.245.921.361.192.002.01
.921.261.21
.61
.56
.411.423.17
C3.98
Associated precipitation
(in)
4.962.982.542.284.112.657.185.911.181.855.881.52
.965.50
.041.521.185.141.915.605.412.555.615.581.875.781.872.884.515.484.582.142.942.845.811.172.884.67-
Storm duration (days)
52525252222425124215222222112152522155
c!5
Antecedent precipitation
(in)
5 -day
0.800
.58
.86
.72
.960
.18
.051.66
.111.120
.56
.02
.05
.25
.061.852.071.55
.271.01
.61
.07
.820
.04
.56
.92
.0401.211.07
.26
.591.82
.24-
30 -day
4.655.046.952.94
10.514.821.662.693.685.402.752.554.288.00
.481.485.011.207.445.974.895.633.204.161.765.082.964.064.326.781.492.504.222.012.243.165.912.21-
Annual runoff (in)
9.316.057.675.71
12.749.648.19
17.625.783.53
19.973.92
.5415.641.946.21
.695.403.123.949.49
10.067.10
16.568.69
22.295.667.97
10.8914.327.695.001.893.191.081.175.90
13.9816.72
a Maximum obs b Runoff incr c Seasonal sn
erved dur eased by owmelt ri
ing period icemelt. se.
December to September.
Medicine Creek near Sturges. Mo. (6B-9005) Lat 39°52'45" drainage area, 568 sq mi; mean annual precipitation, 38
, long 93°26'45"; ,72 in.
Water year
1929 1930 1931 1932 1933
Data relative to annual peak discharges
Date
Apr. 21 Oct. 30 June 6 Nov. 24 Dec. 24
Peak discharge
(cfs)
10,400 3,800 5,700 9,190 3,660
Antecedent base
discharge (cfs)
80 52
121 530
6
Direct runoff
(in)
2.28 .94 .47
2.08 .58
Associated precipitation
(in)
3.99-1.61 1.77 2.78 1.16
Storm duration (days)
2 2 2 2 3
Antecedent precipitation
(in)
5-day0.20
.02
.76 1.23 0
30 -day2.62 3.96 3.94 5.23
.71
Annual runoff
(in)
6.32 4.30
19.79 4.75
162 MISSOURI
Meramec River near Meramec. Mo^ (7-0110) Lat 37 0 57'50", long 91°32'05"; drainage area, 540 sq mi; mean annual precipitation, 41.73 in.
Water year
1903 1904 1905 1906
Data relative to annual peak discharges
Date
May 31 Apr. 24 Mar. 8 Mar. 27
Peakdischarge
(cfs)
a3,850 a3,250 a3,010 a3,550
Antecedent base
discharge {cfs)
329 329 644518
Direct runoff
(in)
1.05 .90 .86
1.26
Associated precipitation
(in)
4.47 3.05 2.62 1.39
Storm duration (days)
4 2 2 4
Antecedent precipitation
(in)
5-day0.33 1.32 0
.70
30-day3.57 8.34 1.28 3.24
Annual runoff (in)
20.95 14.20
a Maximum daily discharge.
Middle Fabius River near Baring. Mo. (5-4975) Lat 40°19'55", long 92°12'50"j drainage area, 185 sq mij mean annual precipitation, 36.30 in.
Water year
1931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 21Nov. 24June 29Apr. 4May 24Sept. 27Feb. 21Apr. 7Mar. 12Mar. 3June 10Feb. 7Dec. 28Apr. 23June 16July 17June 5Mar. 20June 26June 19Feb. 20Apr. 23June 3Mar. 31Apr. 21Jan. 8Oct. 5May 10Oct. 24Aug. 9July 1
Peak discharge
(cfs)
a4,840a4,340a8,740
a8004,8805,0005,0602,2307,0602,1304,5004,5703,3508,6409,4507,4808,7306,5402,7209,0004,1802,7102,7106,1602,6605,6701,8603,2305,6003,9307,100
Antecedent base
discharge (cfs)
___-
5501.6
280128437
530
.7135
57.4
136142
1496
8501270
4224.3
162.9
4427
Direct runoff (in)
__--
1.521.681.91
.522.48
.791.351.67
.972.292.381.984.081.631.152.241.55
.75
.701.88
.583.19
.63
.402.432.491.57
Associated precipitation
(in)
___-
2.024.121.932.763.321.432.511.812.033.003.865.476.301.852.602.851.871.651.692.71
.872.863.671.313.772.422.22
Storm duration (days)
___-144322222211213262123231232
Antecedent precipitation
(in)
5 -day___-
1.130
.09
.130
.39
.56
.16
.21
.76
.1801.10
.041.831.95
.030
.080
.96
.86
.48001.35
.19
30 -day___-
6.607.731.173.421.511.013.16
.221.303.274.892.166.262.506.775.36
.691.973.353.425.501.564.622.071.134.235.95
Annual runoff (in)
____
16.914.918.762.899.683.293.23
10.807.457.40
11.459.68
15.707.577.858.327.007.327.325.452.306.031.042.889.18
10.0316.30
a Maximum observed during period of fragmentary record.
MISSOURI 163
Middle Fabius River near Monticello, Mp. (5-4980) Lat 40°05'40", long 91°44'10": drainage area, 595 sq mi; mean annual"precipitation, 55.74 In.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 8June 7Mar. 22July 21June 21July 23June 3Apr. 2Mar. 25Jan. 8Oct. 5May 10Oct. 24Aug. 9July 3
Peakdischarge
(cfs)
6,52016,2005,6005,8808,3006,6104,2305,8802,5805,6701,8603,2305,6003,9307,310
Antecedentbase
discharge(cfs)
33190
9031321338
1281.67.44.3
162.9
44260
Directrunoff
(in)
2.043.821.88
.691.981.79
.801.58
.131.53
.32
.181.151.182.11
Associatedprecipitation
(in)
2.765.802.371.872.663.833.032.112.751.664.461.744.764.922.75
Stormduration(days)
523222121322232
Antecedentprecipitation
(in)
5 -day
0.31.75.22.51
2.06.04.11
0.45
1.22.82
00
.921.31
30 -day
1.536.402.715.124.764.793.253.101.111.421.672.902.864.245.64
Annualrunoff(in)
8.5214.539.437.367.607.857.674.661.996.041.052.909.18
10.0316.00
Middle Fork Salt River at Paris. Mo. (5-5065) Lat 39°29'00", long 91°59'50"j drainage area, 356 sq mi; mean annual precipitation 35.76 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 4Sept. 3June 27May 17Apr. 12June 11Jan. 7Apr. 6Mar. 21June 29Dec. 22June 30Apr. 24Apr. 2Apr. 22May 29July 31June 15Aug. 1Feb. 12July 2
Peak discharge
(cfs)
2,0702,520
10,5006,4307,7305,0806,6408,6704,8703,1502,5205,0602,9304,8002,1607,9202,3002,930
23,1003,8406,770
Antecedent base
discharge (cfs)
1204.9
93183
5921 -
232128
8138191283851531
4.2645
605427
Direct runoff
(in)
0.72.44
2.192.942.131.811.882.02
al.86.97.48
1.84.78
1.42.33
2.15.55.78
4.461.591.75
Associated precipitation
(in)
1.073.103.895.663.874.462.552.251.931.712.115.251.172.121.722.683.111.126.261.353.93
Storm duration (days)
231534526225221542112
Antecedent precipitation
(in)
5-day0.311.22
.42
.860
.27
.06
.47
.071.53
.16
.83
.031.00
.041.1702.36
.440
.39
30-day0.732.655.074.054.053.951.392.583.064.40
.803.402.354.014.465.145.047.58
16.101.743.90
Annual runoff (in)
2.283.29
16.649.46
10.4214.107.42
14.896.989.266.496.478.135.052.758.672.024.87
14.946.168.11
a Runoff increased by icemelt.
770-960 O-65-12
164 MISSOURI
Moniteau Creek near Fayette. Mo_. (6B-9095) Lat 39 0 07'15", long 92°33'40"j drainage area, 81 sq ml; mean annual precipitation, 57.42 In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 6June 1Dec. 22Mar. 29Nov. 12May 5May 21June 25Oct. 5July 27July 15Feb. 10May 6
Peakdischarge
(cfs)
a4942,5702,7602,5102,400
5931,3503,7604,1802,5203,3702,9203,560
Antecedentbase
discharge(cfs)
38123.2
1410112.7
.6
.61.04.38
24
Directrunoff
(in)
0.19.65.98.92.81.23.36
1.061.23
.311.241.271.14
Associatedprecipitation
(in)
0.581.522.881.991.571.23
.373.614.242.383.131.602.12
Stormduration(days)
3112121221121
Antecedentprecipitation
(in)
5 -day
0.89.60
000
.17
.31
.23
.01
.58
.94
.09
.30
30-day
2.904.35
.563.441.612.075.273.963.142.026.081.583.72
Annualrunoff(in)
_8.797.209.247.952.381.494.713.133.738.345.037.02
a Maximum during period March to September.
North River at Palmyra, Mo. (5-5010) Lat 39°49'05", long 91°31'10"j drainage area, 575 sq mi; mean annual precipitation, 56.87 in.
Wateryear
193519361937193819391940194119421943194419451946194719481949195019501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 9Feb. 26July 13Mar. 31July 25Mar. 3Apr. 19June 26Dec. 27Apr. 11June 16Jan. 9June 1Mar. 19July 20Dec. 21Jan. 3Mar. 29Mar. 18Mar. 31June 1May 28June 21May 17July 16Feb. 10Mar. 28
Peakdischarge
(cfs)
8,79015,0009,2208,380
14,6003,3303,110
15,20011,50027,40014,4008,560
19,0008,490
16,0005,4005,400
17,9007,4605,2002,900
23,0006,6008,900
11,10010,6005,590
Antecedentbase
discharge(cfs)
25891.8
50101745
1703766
20080
1408263187672
16856
8393492
1072362
Directrunoff
(in)
1.05a2.09
1.201.081.25
.45
.291.121.032.131.57
a2.691.491.082.70
.44
.751.69
.79
.88
.332.32
.29
.941.831.01
bl.36
Associatedprecipitation
(in)
1.351.824.242.493.68
.961.282.632.364.033.392.721.891.394.361.871.202.641.412.242.371.481.612.084.461.34-
Stormduration(days)
11134221322523324215343321
b!4
Antecedentprecipitation
(in
5-day
0.74.02
0.22.19.07.88.53.23.41.25.13
1.72.09.59.28.18.02.04
0.39.61
1.63.39.84.11-
30-day
4.97.75
1.751.362.21
.851.906.031.214.265.671.425.542.436.541.003.132.891.892.512.684.344.274.636.052.73-
Annualrunoff(in)
_4.077.765.97
12.441.662.62
15.2510.3711.0715.848.51
18.028.26
10.696.926.926.497.453.432.079.142.015.978.265.296.42
a Runoff increased by icemelt.b Seasonal snowmelt rise.
MISSOURI 165
Petite Saline Creek near Boonville. Mo. (6B-9100) Lat 38°55'00", long 92°39'20"drainage area, 182 sq mi; mean annual precipitation, 40.23 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 23Sept. 13Oct. 21June 29Aug. 21Apr. 8June 2Aug. 31Oct. 6May 26June 15Mar. 5May 6
Peakdischarge
(cfs)
a4,2305,1106,1205,5202,7401,6101,4602,9603,9801,5603,7003,3605,810
Antecedentbase
discharge(cfs)
3658
1003.6
41111.1
12783.5
1554
Directrunoff
(in)
1.562.142.361.651.04
.37
.501.131.67
.451.391.051.61
Associatedprecipitation
(in)
4.075.714.554.183.65
.992.504.725.581.525.452.142.62
Stormduration(days)
3232114121321
Antecedentprecipitation
(in)
5 -day
2.971.121.203.33
.36
.121.080
.021.0500
.97
30 -day
3.506.702.206.88*5.102.624.563.293.974.261.181.896.89
Annualrunoff(in)
_14.9413.6918.0110.002.861.445.463.952.149.684.416.33
a Maximum during period.
South Fork Salt River at Santa Fe. Mo. (5-5050) Lat 39°21'45", long 91°49'05": drainage area, 298 sq mi; mean annual precipitation, 39.38 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 11Apr. 19June 27May 19Apr. 23May 16Jan. 9Apr. 25Mar. 23Sept. 13Oct. 21Mar. 17Mar. 18June 14June 2Feb. 19Apr. 29Apr. 18July 31Feb. 10Mar . 28
Peak discharge
(cfs)
5,4607,780
10,50012,10013,1008,1807,5808,6802,5706,2308,5807,2105,4103,030
8654,1009,2803,740
12,3008,0007,120
Antecedent base
discharge (cfs)
51263
144168
286237
1026.5
1253872.74.6
482.2
33524255
Direct runoff
(in)
0.631.562.625.143.032.48
.972.10
.771.162.22
al.43.93.23.14.75
1.24.94
2.091.96
b2.Jl
Associated precipitation
(in)
2.622.214.976.683.763.831.272.761.564.904.831.281.331.811.931.893.112.423.342.06-
Storm duration (days)
22242312322221421311
b!3
Antec precipi
(in
5 -day
1.29.50.64
1.70.98.07
1.221.23
.03
.38
.021.16
.20
.00
.78
.04
.74
.10
.86
.18-
edent tat ion
30 -day
3.382.707.017.296.693.452.735.982.121.632.395.461.911.773.36
.751.304.83
10.182.32-
Annual runoff (in)
2.994.72
20.9016.1911.8418.395.81
12.023.92
10.678.909.227.902.53
.483.834.906.159.904.876.09
a Runoff increased by snowmelt. b Seasonal snowmelt rise.
Turkey Creek at Joplin. Mo. (7-1865) Lat 37°06'50", long 94°31'35"j drainage area, 55 sq mi; mean annual precipitation, 44.52 in.
Water year
1933 1934 1935 1936 1937 1938 1939
Data relative to annual peak discharges
Date
Apr. 20 Sept. 29 Mar. 11 Sept. 27 Oct. 6 Mar. 30 May 22
Peak discharge
(cfs)
1,150 500
1,090 890
1,980 864 550
Antecedent base
discharge (cfs)
14 3.3
12 .4
2.9 8.4
34
Direct runoff
(in)
0.80 .11 .80 .76
1.52 .59 .53
Associated precipitation
(in)
2.78 1.69 2.46 6.74 3.95 3.69 2.33
Storm duration (days)
2 1 2 2 3 3 3
Antecedent precipitation
(in)
5 -day
0.87 .03
1.14 .95
0 .41 .81
30 -day
3.79 7.11 2.65 3.57 9.75 2.80 fi.KK
Annual runoff (in)
7.05 1.78
10.56 4.73
10.25 6.03 4. 37
Note. _ Considerable diversions around gage by Joplin storm sewers.
166 MISSOURI
Wakenda Creek at Carrollton. Mo. (6B-8960) Lat 39°21'00", long 93°30'00"j drainage area, 248 sq mi', mean annual precipitation, 58.50 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 20June 3Aug. 16July 7Mar. 11May 6Mar. 25Aug. 7Oct. 5May 17Feb. 28Feb. 10July 2
Peakdischarge
(cfs)
7,0004,5006,4606,6404,5902,9401,9305,0002,3303,2303,9502,7207,000
Antecedentbase
discharge(cfs)
11580
2.9100
85104
1.0.8
2.12.1
275216.1
Directrunoff
(in)
1.471.162.992.26
al.501.03
.181.92.34.40.70.49
1.74
Associatedprecipitation
(in)
2.031.425.005.071.001.632.647.104.342.391.331.063.65
Stormduration(days)
1342221222122
Antecedentprecipitation
(in)
5-day
0.06.30.72.37.74
1.36.48.29.02.77.08.08.24
30-day
2.825.055.69
10.141.903.461.371.262.982.71
.471.663.70
Annualrunoff(in)
_11.248.39
17.917.674.33
.614.791.121.24
10.793.308.65
a Runoff Increased by snowmelt.
West Tarkio Creek near Westboro. Mo. (6B-8125) Lat 40°32'30", long 95°23'00"j drainage area, 105 3q mi; mean annual precipitation, 52.42 in.
Water year
1934 1935 1936 1937 1938 1939 1940
Data relative to annual peak discharges
Date
Sept. 26 June 17 Apr. 28 July 29 June 11 Mar. 11 July 27
Peak discharge
(cfs)
172 4,640 5,310 8,720 5,600 6,810 5,760
Antecedent base
discharge (cfs)
0.2 8.5 4.9 1.9
.4 1.7
Direct runoff
(in)
0.03 .29 .30 .34 .29
1.82
Associated precipitation
(in)
2.25 2.04 1.47
.85 2.26 2.27
Storm duration (days)
1 2 3 1 1 2
Antecedent precipitation
(in)
5-day0.22
.02
.07
.20
.01
.14
30-day3.46 6.93
.14 5.28 2.59 1.56
Annual runoff
(in)
2.14;
3.43 4.45 1.44 3.64
MONTANA 167
Boulder River near Boulder. Mont. (6A-330) Lat 46°13', long 112°05'j drainage
Water year
19291930193119 3 2193419351936193719381939194-019411942194319441945194619471948194919501951195219531954195519561957195819591960
Date
May 25^pr. 26-27
May 18May 14Apr. 25May 24June 7-8May 10May 28
(a)May 11June 6May 26May 29June 16June 4May 28May 9May 22May 17June 16May 24May 4June 3May 20June 17May 22May 20May 21June 7May 13
Data relative to annual peak discharges
Peak discharge
(cfs)
1,480778418962468488448430
1,830769662592
1,6401,630
790595555
1,6202,620
8781,0401,2501,0601,900
634839
1,7601,0301,2801,2601,180
Antecedent base
discharge (cfs)
_.3316915920172229322420242328221626321816343259545565505956
132
Direct runoff
(in)
_3.371.602.341.161.421.321.605.083.312.161.863.996.643.292,591.855.015.913.334.104.334.203.882.183.383.483.083.823.182.65
Associated precipitation
(in)
________________________-_-----
Storm duration (days)
_1011135950
1078999
127136122144118158169100154176180193214137157
8997
1108586
101113
67
Antecedent precipitation
(in)
5 -day________________________-_---_-
30 -day____________M___________-_--- -
Annual runoff (in)
_3.952.083.07
1.852.131.985.584.002.462.404.757.213.793. Ifl2.315.827.543.864.485.224.914.622.873.944.413.684.613.884.60
a Apr. 30, May 4Note. All peak
for irrigation of
-5.discharges result about 3,500 acres
of seasonal snowmelt rise, above station.
Diversions
Red Rock River at Kennedy Ranch near Lakeview, Mont. (6A-110) Lat 44°39', long112°03'; drainage area .323 sq ml.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 26Apr. 27, 26Apr. 19Apr. 14Apr. 11Apr. 12
_
May 4, 5Apr. 21
May 2, 3Apr. 30Apr. 27Apr. 22Apr. 23Apr. 30May 5Apr. 23Oct. 24Apr. 24May 6Apr. 30Apr. 22Apr. 8
Peakdischarge
(cfs)
9641,030
829590430883--
681961781820726781640
1,360715546399596
1,020590352
b760
Antecedentbase
discharge(cfs)
207116152018 -----------------
Directrunoff
(in)
a2.ila4.57a3.78a2.66a2.23a4.36
-----------------
Associatedprecipitation
(in)
------ -----------------
Stormduration(days)
a!03a!25al!9a!56al43a!61
-----------------
Antecedentprecipitation
(in)
5 -day------ -----------------
30-day------ -------------~-~-
Annualrunoff
(in)
2.885.184.933.282.835.08 ------------ ~~~~
a Seasonal snowmelt rise. b Maximum daily discharge. Note. No winterrecords 1943-1960.
168 MONTANA
Water year
1946 1947 1948 1949 1950 1951 1952
Data relative to annual peak discharges
Date
May 28 May 9 May 22 May 16 June 12 June 15 May 15
Peak discharge
(cfs)
117 189 284 126 268 179 148
Antecedent base
discharge (cfs)
2.7 2.5 2.8 3.3 3.0 4.5 3.5
Direct runoff
(in)
13.521.2 20.4 13.0 33.7 23.5 16.0
Associated precipitation
(in)
19.7 29.5 26.8 27.3 42.6 35.4 23.7
Storm duration (days)
126 136 112
98 120 129 115
Antec precipi
(in
5-day
-
sdent tation
30 -day
-
Annual runoff
(in)
18.68 29.75 32.71 21.89 42.13 40.19 27.01
NEBRASKA
Beaver Creek at Loretto. Nebr. (6B-7935) Lat 41°45'50'", long 98°04'50"j drainage area. 511 sq ml; mean annual precipitation. 25.45 In.
Wateryear
19461947194819491950195119521953
Data relative to annual peak discharges
Date
May 30June 12Feb. 28Mar. 8June 2July 18May 26May 10
Peakdischarge
(cfs)
5361,6801,620
5444^5701,750
5511,490
Antecedentbase
discharge(cfs)
49707280665773
110
Directrunoff
(in)
0.08.12.14
a. 23.36.12.23.26
Associatedprecipitation
(in)
1.281.541.16
.092.28
.413.172.15
Stormduration(days)
12721261
Antecedentprecipitation
(in)
5-day
0.651.23
.140
.35
.36
.960
30 -day
3.286.78
.96
.054.043.502.983.48
Annualrunoff(in)
2.083.242.743.764.544.723.883.88
a Runoff increased by icemelt.Note. Small diversions above station for irrigation.
Elm Creek near Overton. Nebr. (6B-7695) Lat 40°50'40", long 99°30«20"j drainage area 51 sq mi; mean annual precipitation. 21.88 ii
Wateryear
194719481949195019511952195319541 955195619571958
Data relative to annual peak discharges
Date
June 22June 27July 6June 18June 22July 14May 10Aug. 18June 15Sept. 23June 16July 10
Peakdischarge
(cfs)
8,000747399
53338
63256
72354.2
1,3204,470
Antecedentbase
discharge(cfs)
0.3.2
00
.10000000
Directrunoff
(in)
2.89.33.20.02.15.03.12.06.03(a).55
1.65
Associatedprecipitation
(in)
6.762.191.171.001.741.621.241.512.85
3.602.16
Stormduration(days)
121222122_12a Runorr less than 0.005 inch. " '
Antecedentprecipitation
(in)
5 -day
0.912.1001.60
.75
.45
.04
.84
.600
.55
.10
30 -day
4.625.305.634.364.882.081.483.324.38
.602.613.50
Annualrunoff(in)
4.961.28
.61
.13
.46
.05
.15
.07
.08Cal \°-i.BO
2.00
NEBRASKA 169
New York Creek at Herman. Nebr. (6B-6090) Lat 41°39'40", Long 96°12 f 10"j
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 28June 12Sept. 2Sept. 11July 15July 3June 27Mar. 10June 21July 13Sept. 4June 15July 30June 28June 20
Peakdischarge
(cfs)
8002,9102,5201,6605,5004,1301,830
18395646640
4,2301,5501,2704,420
Antecedentbase
discharge(cfs)
0.62.0
.7
.7
.912.0
7.37.01.1
.20
.41.03.6
12
Directrunoff
(in)
0.08.68.41.39
1.201.04
.68a. 14
.09
.13
.121.47
.65
.52
.68
Associatedprecipitation
(in)
1.392.642.353.852.852.852.86
(a)2.301.112.443.902.894.442.72
Stormduration(days)
I2I3211
121121I41
Antecedentprecipitation
(in)
5 -day
0.071.030
.771.61
.263.11-.70.88.01.51.64
1.601.55
30 -day
3.978.253.672.693.312.114.09-
4.264.282.452.745.213.935.78
Annualrunoff(in)
_2.852.493.654.458.354.181.751.14
.74
.382.822.122.464.18
a Seasonal snowmelt rise.
North Fork Republican River at Colorado -Nebraska State line (6B-8230)Lat 40°04'20 , long 102°03'00"j drainage area, 320* sq mi) mean annual.precipitation. 17.64 in.
Wateryear
19331934193519361937193819391940194119421943194419451946194719481949195019501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 9June 15June 1May 29July 24May 30Aug. 1Sept. 3June 5Sept. 2Oct. 15Aug. 22Sept. 27July 8Apr. 28June 15Aug. 16Aug. 10Aug. ?6May 15Mar. 27Aug. 15Aug. 17June 19Aug. 11July 26May 2Mar. 28July 6
Peakdischarge
{cfs)
218512367433139628127
1,220386224144158245210
2,110637350324324
1,460100193819278544620
1,260295424
Antecedentbase
discharge(cfs)
88
867.56.7
273.68.1
149.3
36-
1920658.46
31244470
88.0
268.0
45806018
Directrunoff
(in)
0.09.21.16.11.03.23.05.10.13.09.07-.07.05.16.16.08.05.13.32.08.02.17.10.18.11.15.06.13
Associatedprecipitation
(in)
1.512.951.551.71
.522.841.121.712.364.093.83-
1.20.89
4.921.701.571.031.062.62
.141.152.13
.871.34
.771.691.522.01
Stormduration(days)
24221122524-1112232I332321115
Antecedentprecipitation
(in)
5 -day
0.72.01.84.13.21.04.33.14.42.11
0-
01.44
.19
.19
.22
.120
.05
.460
.06
.84
.791.281.601.471.49
30-day
1.37.78
3.662.322.121.64
.74
.691.851.79
.48-.31
3.271.332.411.342.883.241.001.66
.341.823.163.414.364.172.024.17
Annualrunoff
(in)
5.574.625.144.793.825.153.664.315.175.854.91-
4.934.515.315.696.346.046.046.825.104.464.354.494.426.176.14
.515.54
130 sq mi contribute to direct runoff. Note. Many small diversions above station for irrigation.
170 NEBRASKA
Omaha Creek at Homer. Nebr. (6B-6010) Lat 42°19'40", long 96°28'50"j drainage 170 sa mit mean annual precipitation. 26.50 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 29June 12
-July 6Aug. 7Aug. 15May 23June 8June 21Aug. 9June 26June 14July 2May 31AUK. 28
Peakdischarge
(cfs)
1,090939_-
3,2402,9005,9504,760
10,2001.3507,580
10,10014,4004,1503.460
Antecedentbase
discharge(cfs)
1534
_17
9204027221.92.51.94.8
2615
Directrunoff(in)
0.28.14_.25.34.30.61.58
1.21.29.70
1.74.97.85.42
Associatedprecipitation
(in)
1.201.35
_1.482.813.702.753.504.71
.543.216.294.433.113.47
Stormduration(days)
32_114213114141
Antecedentprecipitation
(in)
5-day
0.531.30-.68.72.53.94.03.15.22.13
1.50.03
2.27.60
30-day
6.774.89
_3.295.821.833.222.134.082.052.812.702.287.872.55
Annualrunoff(in)
2.021.422.613.553.624.833.003.221.241.663.852.672.333.60
Plum Creek near Smithfield, Nebr. (6B-7675) Lat 40°39'40", long 99°42'00"}drainage area, 268 sq mi; mean annual precipitation. 22.00 in.
Water year
1947 1948 1949 1950 1951 1952 1953
Data relative to annual peak discharges
Date
June 23 June 23 June 6 May 30 June 10 May 27 May 10
Peak discharge
(cfs)
2,800 2,230 1,220
404 588
90 18
Antecedent base
discharge (cfs)
6.3 3.8
.1 0 2.1 0 0
Direct runoff
(in)
0.73 .30 .06 .05 .15 .01 (a)
Associated precipitation
(in)
4.46 2.69 1.59 1.59 1.98 1.05
.87
Storm duration (days)
1 5 2 3 2 1 2
Antecedent precipitation
(in)
5 -day
0.86 1.11
.50
.23
.13
.11
.05
30-day
4.23 3.29 6.07 4.38 5.64 1.98 1.39
Annual runoff (in)
1.39 1.06
.28
.19
.63
.03
.01a Runoff less than 0.005 inch.
Shell Creek near Columbus, Nebr. (6B-7955) Lat 41°31'30", long 97 0 17'00" drainage area. 270 sa mi; mean annual precipitation. 24.75 In.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak diacharges
Date
Mar. 1June 2June 3Aug. 21July 15May 12June 16June 25May 30June 17Apr. 6Aug. 2June 22
Peakdischarge
(cfs)
2,4803,8005,9701,300
6541,010
5901,040
8401,700
7201,8002,180
Antecedentbase
discharge(cfs)
150882239222810144.3
20184.5
28
Directrunoff(in)
1.00.72
1.13.49.11.17.06.22.12.60.15.24.58
Associatedprecipitation
(in)
1.151.861.972.062.471.28
.55
.941.803.731.931.392.08
Stormduration(days)
4111113123321
Antecedentprecipitation
(in)
5-day
0.14.60.74
1.35.10.01.34
1.251.353.381.81
.542.59
30 -day
1.644.064.275.974.643.803 78".72
2.435.522.661.755.96
Annualrunoff(in)
4.242.524.802.812.071.66
.70
.89
.731.441.451.563.00
NEBRASKA 171
South Fork Elkhorn River at Ewing, Nebr. (6B-7980)c
Water year
1948 1949 1950 1951 1952 1953
rainage area r 310 sa miJ mean annual precipitaLat 42°15'10i' long 98°20'20"; sion, 21.46 in.
Data relative to annual peak discharges
Date
June 26 Apr. 5 Mar. 27 May 20 Oct. 6 May 1
Peak discharge
(cfs)
162 1,760
700 1,220
724 1,020
Antecedent base
discharge (cfs)
48 242
39 82 67 46
Direct runoff
(in)
0.03 .67 .28 .61 .22 .35
Associated precipitation
(in)
0.62 .86 .37
3.28 2.89 3.42
Storm duration (days)
41 1 5 2 3
Antec precipi
(in
5 -day2.461.72
.25
.03 0
.14
=dent tation
30 -day4.90 2.44 2.05 2.84 3.61 2.56
Annual runoff (in)
1.75 4.86 4.92 5.62 5.35 3.11
White River at Crawford. Nebr. (6A-4440) Lat 42°41'20" J long 103°24'55"; drainage area, 313 sq mi; 295 sq mi at site used 1933-43; mean annual precipitation, 18.09 in.
Water year
19311932193319341935193619371938193919401941194219431948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 16May 6Aug. 28Mar. 30June 16Sept. 4Feb. 15Apr. 24Mar. 10Aug. 2Apr. 2May 12June 23Mar. 15May 29Sept. 17Sept. 3June 27Aug. 16May 23Sept. 20July 2Aug. 17July 10June 22Aug. 24
Peak discharge
(cfs)
a!36350
1,08042
4521,100
811,010
2041,170
721,230
2662,000
12960
681315
1,270172
1,220958182
1,550580750
Antecedent base
discharge (cfs)
14311529268.6
2023196.9
22402514'23
1716161217
89.59.5
18106.6
Direct runoff
(in)
0.02.02.06.01.10.10
b.05.02.02.03.01.26.02.07(c).01.02.01.02.01.02.02(C).07.02.01
Associated precipitation
(in)
1.501.041.73
.23,93
2.00(b).25-.12
1.065.15
.93
.39
.40
.862.28
.92
.621.512.28
.88
.211.141.57
.43
Storm duration (days)
222233
131_14342354211222121
Antec precipi
(in
5-day
0.05.24.10.09
0-.01_
0.07
1.79.12.13
0.92.59
1.21.10.43.36.34
0.58.64.04
=dent tation
30 -day
1.273.761.31
.956.34
.80-
2.45_.33
4.129.303.26
.774.341.791.131.642.801.20
.891.532.044.791.81
.76
Annual runoff (in)
_1.101.23
.911.231.01
.90
.91
.82
.77
.781.361.321.05
.98
.81
.87
.85
.80
.71
.81
.76
.87
.95
.81
.86a Maximum for b Seasonal sn< c Runoff less
period March to owmelt rise, than 0.005 inch
September
Wood River near Riverdale. Nebr. (6B-7710) Lat 40°47'50", long 99°ll'50"j
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 22Mar. 17June 10July 9June 2July 14May 27June 15June 17July 5June 17July 20July 4Mar. 25
Peakdischarge
(cfs)
20,0001,8201,200
707296215568394700406815
1,500316
1,130
Antecedentbase
discharge(cfs)
7.2851.93.35.71.23.62.52.602.9
1106.8
Directrunoff
(in)
1.97a. 41
.21
.04
.05
.02
.03
.01
.11
.02
.21
.35
.03a. 33
Associatedprecipitation
(in)
7.25(a)
3.451.611.721.541.53
.563.01
.583.502.541.88-
Stormduration(days)
5861622231125
a8
Antecedentprecipitation
(in
5-day
0.07_.90.42.24.23.02.78
2.26.20
3.562.691.65-
30 -day
3.83_
4.942.993.742.192.642.346.563.195.146.633.85-
Annualrunoff(in)
2.80.90.62.38.36.20.15.14.20.06.28.66.16.61
a Seasonal snowmelt rise.Note. Small diversions above station for irrigation.
172 NEVADA
East Fork Carson River near Gardner-vine. Nev. (10-3090) Lat 38°51'30", long 119°41'50"} drainage area, 544 sq ml; mean annual precipitation, 51.75 In.
Water year
1901190219031904190519081909191019251926192719281936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 17(c)
May 14Feb. 24May 16June 13June 5Nov. 21May 6Apr. 26May 17Mar. 26Apr. 11
viay 14,15Dec. 11May 30Mar. 27May 12Dec. 3Jan. 21May 9Feb. 2May 6Nov. 23May 27Apr. 24June 1Nov. 21June 6June 19Mar. 9June 9Dec. 23June 'May 19May 13May 13
Peak discharge
(cfs)
a3,162al,800a2,900a4,100al,930
a940a4,200a2,070a3.350al,230a3,150a2,570a2,290al,68010,300
<S 7382.5802,4804,0605,4201,7203,4901,9602,4502,1201,8702,410
12,1003,5602,2002,7301,920
17,6002,3403,1601,0301,160
Antecedent base
discharge (cfs)
9271,425
655__375910_773553412116264
1,000_401300943
9896
999106983
94545867565
831,360
684175526
85302198128262
Direct runoff (in)
bll.65b4.26b6. 47
__
b2.23b8.19
_bS.Olbl.85b6. 45b7.44b8.08b3.26
b.51
.30b5.48
.38
.58b4.88
.42b4.42
.17b5.70bl.88b7.23
2.71b8.88b5.51
.35b3.78
2.33b7.40
b!4.52b2.48b2.78
Associated precipitation
(in)
_--__
_-------_-
2.19_
3.707.75-
4.44-
2.90
--
6.31__
1.68-
12.46_---
Storm duration (days)
b65b30b34
--
b35b42-
b33b!8b46
blOOb71b22 b9
4b34
13
b522
b301
b54b!5b54
3b34b44
3b35
8b77
b!05b42b46
Antecedent precipitation
(in)
5-day_-- --_---- --_-
0-
00-
0-
4.86---.09_-
0-
5.06----
30-day_-- -__-------_-
2.78-.28
2.61-.31-
5.57---
3.13-_
2.60-
6.59----
Annual runoff (in)
20.7611.7718.27
_-
10.1422.5115.42
-7.79
17.4410.1913.7212.41
-
14.9013.6019.3618.059.67
16.7313.889.86
10.3310.7113.8319.0325.0013.9410.918.72
23.7612.4318.528.006.98
Maximum observed, b Seasonal snowmelt rise, c May 28, June 8.d Maximum during period May 19 to September 30. Note. Diversions for irrigation above station
several small reservoirs (total capacity about 5Flow slightly regulated
,000 acre-feet).
NEW HAMPSHIRE 173
Ammonoosuc River at Bethlehem Junction. N. H. (1A-1375) Lat 44°16'10", long 71°57'50"; drainage area, 87.6 sq ml; mean annual precipitation, 47.22 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 3Nov. 12Apr. 16May 17Nov. 9Mar. 29Aug. 3June 3Apr. 1Dec. 31Apr. 20Nov. 26June 2Mar. 27Sept. 11Oct. 16May 27Apr. 21Dec. 21Apr. 3Oct. 24
Peak discharge
(cfs)
5,6202,6002,8103,6205,6802,7104,0903,5803,9703,2306,0409,7305,540
10,5009,2403,2103,7502,2806,1102,400
10,800
Antecedent base
discharge (cfs)
18416020125027328440
276309
49148152314140162137245122120
7064
Direct runoff
(in)
s.5.98.98
1.5011.531.80
12.251.091.43
H.621.571.952.251.47
a5.932.28
.671.37
11.632.54
11.303.53
Associated precipitation
(in)
1.032.041.70
.283.37
.054.243.311.403.481.964.553.014.123.871.862.64
.21' 2.351.405.23
Storm duration (days)
222131222221231111222
Antecedent precipitation
(in)
5-day
0.15.67
1.52.46.05.02
1.26.66.03.02
1.60.18.33
1.92.37.32.31.14
0.54
30-day
4.523.524.945.016.042.143.824.912.851.173.234.165.513.086.423.533.532.23b !°
c)
Annual runoff (in)
31.6825.0528.3933.4532.9933.9934.4837.2423.4827.8428.9139.7837.6934.5245.3236.0330.4222.5338.8624.2242.58
a Runoff probably Increased by Ice and/or snowmelt.
c Record missing ; not computed.
Baker River at Wentworth, N. H. (1A-0755) Lat 43°52'05", long 71°54'35"; drainage area, 58.8 sq ml; mean annual precipitation, 46.32 In.
Wateryear
194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
Nov. 12June 14Aug. 5Nov. 9Mar. 29Oct. 2June 3Apr. 1Dec. 31Apr. 20Nov. 26Nov. 3
Peakdischarge
(cfs)
1,82012,0002,5903,2401,5702,2003,1203,6602,1105,3204,140
b2,100
Antecedentbase
discharge(cfs)
77264690
17053
156162
14125
5255
Directrunoff(in)
0.683.88
.901.21
a2.43.98
1.44al . 7~8
1.94al.991.19
.88
Associatedprecipitation
(in)
2.046.952.392.50
.272.493.231.212.931.422.532.12
Stormduration(days)
211142223222
Antecedentprecipitation
(in)
5 -day0.15
.121.44
.40
.241.691.37
.62
.02
.031.01
.58
30-day3.523.475.255.762.136.005.262.801.092.872.333.17
Annualrunoff(in)
19.2126.7827.2421.0428.4030.0928.3818.0920.5122.7427.69
-
a Runoff probably Increased by Ice and/or snowmelt. b Maximum during period October to May.
174 NEW HAMPSHIRE
Baker River near Rumney, N. H. drainage area, 145 sq ml; mean
(1A-0760) Lat 43°47'45", annual precipitation, 40.
long 71 "50'45" 78 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 3Apr. 7July 22Apr. 12Nov. 20Apr. 12Jan. 10
Mar. 18, 19May 15Sept. 21Dec. 6May 3July 13June 15Aug. 5Nov. 9Mar. 29Dec. 7Apr. 12Apr. 1Dec. 31Apr . 20Nov. 26June 2Mar. 27Sept. 11Apr. 15May 27Nov. 22Dec. 21Apr. 3Oct. 24
Peak discharge
(cfs)
4,6508,0004,3209,0005,170
14,2003,600
19,1003,780
15,9005,3504,8202,770
21,4003,6605,8803,1004,9604,6304,5304,3008,4007,960
10,80015,4009,6603,3105,2401,8209,2603,060
18,000
Antecedent base
discharge (cfs)
70832648
440210505
93335429186119584
9060
121130644155680440
32390129152450
67455208
95160160
78
Direct runoff (in)
1.06al.79
.871.49
.90a3.231.88
a8.141.304.761.63
a5.06.40
3.51.69
1.27a2.53
1.74al.66al.311.78
al.911.321.73
a6.251.48
al.481.10
.44a2.43al.683.42
Associated precipitation
(in)
1.451.093.891.582.612.082.654.122.477.092.801.881.435.462.322.78
.282.22
.401.193.611.462.672.244.083.50
.342.151.082.301.606.00
Storm duration (days)
11223223233511224232211132121212
Antec precipi
(in
5 -day0.87
.05
.13
.15
.18
.0103.84
.192.44
.0102.76
.161.41
.49
.16
.06
.42
.50
.01
.021.07
.47
.261.350
.18
.53
.140
.34
edent tation
30-day4.724.432.403.374.231.884.216.382.524.902.684.335.583.185.385.331.974.172.452.84
.702.662.763.212.593.362.053.311.725.452.923.64
Annual runoff
(in)
24.1021.0216.4721.0323.2422.4924.5532.5728.9727.6925.7625.5717.1523.8125.1821.5227.9129.0926.9817.1719.1021.6927.3730.1529.7831.8927.0225.4815.5029.8616.3135.57
a Runoff probably increased by ice and/or snowmelt.
East Branch Pemigewasset River near Lincoln, N. H. (lA-0745) Lat 44°03'40" long 71"37'00" ; drainage area, 104 sq mi; mean annual precipitation, 46.32 in.
Water year
192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
May 3Apr. 7July 22Sept. 17Oct. 7Apr. 24Dec. 1Mar. 19May 7Sept. 21Apr. 19May 3Nov. 12June 15May 17Nov. 9Mar. 29Oct. 2May 6Apr. 1Jan. 6Apr . 20Nov. 26June 1
Peak discharge
(cfs)
9,8004,0803,5405,5805,8405,3203,680
17,0007,470
16,3007,3509,1004,2403,6205,160
10,3004,3807,1504,7306,9505,4607,270
14,70010,600
Antecedent base
discharge (cfs)
420146
5965
215520338155265212191209173112335280334226365516374296303380
Direct runoff
(in)
2.57al.55
.811.281.78
al.801.21
11.04b5.43
7.271.956.41
.99
.69a8.342.52
a3.021.693.78
a2.141.10
a2.932.801.66
Associated precipitation
(in)
2.02.70
3.204.032.391.312.162.93
.717.382.181.032.043.812.593.80
.273.222.031.901.852.074.282.73
Storm duration (days)
122132341222215142611111
Antecedent precipitation
(in)
5 -day1.26
.06
.300
.35
.93
.404.7101.20
.390
.15
.31
.73
.42
.171.051.21
.40
.8301.50
.78
30-day5.374.92
.703.376.335.363.915.982.605.824.404.523.523.196.534.792.777.712.683.704.863.653.934.36
Annual runoff (in)
39.6139.4029.2341.0542.0737.3539.3845.9046.8947.0142.1234.4626.3333.2641.5535.9439.4341.7543.6627.5935.3635.9045.8943.41
a Runoff probably increased by ice and/or snowmelt.b Precipitation associated with runoff is indeterminate.
NEW HAMPSHIRE 175
Mascoma River at West Canaan. N. H. (1A-1450) Lat 43°39'00", long 72°04'50" drainage area, 80.5 sq ml; mean annual precipitation, 37.50 In.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 29May 5July 13June 15Apr. 28June 25Apr. 26Dec. 8Apr. 12Apr. 2Jan. 1Apr. 21Apr. 3June 2Mar. 27Apr. 18Aug. 14Apr. 30Nov. 22Apr. 22Apr. 3Nov. 28
Peak discharge
(cfs)
a3162,230
8802,5101,0701,9701,2001,3801,7101,3401,0401,9102,3701,7703,7801,5701,7901,630
4301,8301,1901,950
Antecedent base
discharge (cfs)
82380103
39180105
9283
375351
19240105147278280
30326
37274
70210
Direct runoff (in)
0.15b4.37
.481.55
bl.781.181.161.01
bl.48.76
1.01bl.72b3.66
1.18b4.35
1.53.99
bl.86.25
b6. 48bl.401.04
Associated precipitation
(in)
0.942.041.652.45
.911.943.042.89
.181.063.861.483.392.343.562.403.161.561.23
.93
.912.34
Storm duration (days)
1412222231226233231321
Antec precipi
(in
5 -day
003.35
.27
.872.69
.040
.21
.25
.010
.46
.65
.22
.862.12
.41
.43001.35
edent tat ion
30-day
0.954.015.933.012.224.692.053.802.602.60
.603.203.574.022.934.006.262.081.541.613.194.16
Annual runoff (in)
_23.1815.8218.9320.7120.1223.1423.0321.4814.6914.9017.2522.9926.1424.2625.1321.9521.2511.5125.1412.3428.86
a Maximum discharge during period July to September, b Runoff probably Increased by Ice and/or snowmelt.
Otter Brook near Keene. N. H. (lA-1585) Lat 42°57'55", long 72°14'00" drainage area, 42.3 sq ml; mean annual precipitation, 38.25 In.
Wateryear
19241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Apr. 7Feb. 12Apr. 25Mar. 19Nov. 4Mar. 15Mar. 26Apr. 11Apr. 1Apr. 18Apr. 12Jan. 10Mar. 18May 14Sept. 21Apr. 19Apr. 12Feb. 10Mar. 9Apr. 28Nov. 9June 20Mar. 9Apr. 12Mar. 22Jan. 6Sept. 1Nov. 26Apr. 6Mar. 16Apr. 18Nov. 3Apr. 30Jan . 23Apr. 22
Peakdischarge
(cfs)
1,940874440595
3,1801,040
6001,300
9881,5603,020
9603,5801,3206,1301,360i,700
4401,040
4721,4801,6201,200
7001,490
8421,3803,5401,010
9441,070
7801,320
480cl,000
Antecedentbase
discharge(cfs)
812.2
14559281455
2674198
15835509851
123145
2321
132284930
12033
1334.2
75135
36883 1'
14,616
158
Directrunoff
(in)
al.84al.59
.53a2.472.72
al.20.73
a2.281.17
a4.32al.841.70
a4.171.126.83
al.94al.95
.84
.90
.441.191.55
al.82al.03a3,. 13
.80
.982.29
al.831.791.11
.82a2.47a. 63
d6.86
Associatedprecipitation
(in)
1.201.56
.68
.804.57
.791.872.121.241.341.412.042.633.187.431.681.531.301.32
.953.162.41
.77
.16
.681.995.474.431.362.062.762.041.39
.791.25
Stormduration(days)
1212211413112232211112112121542121
17
Antecedentprecipitation
(in)
5-day0.970
.090000
.211.883.0000
.56
.391.70
.091.65
.06
.27
.09
.222.78
.09
.15
.401.38
.061.3600
.33
.71
.410
.55
30-day1.862.662.253.194.763.332.303.562.946.911.772.553.094.213.053.324.801.312.232.313.874.812.303.132.604.014.713.052.092.412.172.163.19(b)1.83
Annualrunoff(in)
26.7816.8717.4220.2632.9023.2912.6316.6617.4127.1424.2423.7323.5227.0535.3326.1223.1614.2217.1020.3322.3832.9321.2421.2623.1515.6419.9729.1928.6422.4825.0223.0930.0313.56
-a Runoff probably increased' by ice and/or snowmelt . b Record Incomplete; not
computed, c Maximum during period October to May. d Runoff probably increasedby unobserved precipitation.
176 NEW HAMPSHIRE
Saco River near Conway, N. H. (lA-0645) Lat 45°59'25", long 71°05'30" drainage area, 586 sq mi; mean annual precipitation, 55.49 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 3Apr. 7June 9Sept. 17Apr. 18Apr. 13Dec. 2Mar. 19May 7Sept. 21Dec. 6May 3Apr. 16Apr. 26May 12Nov. 9Mar. 30Aug. 3Apr. 12Apr. 2Dec. 31Apr. 21Nov. 26June 2Mar. 27May 9Oct. 16Jan. 10Apr. 21Dec. 21Apr. 20
(f)
Peak discharge
(cfs)
a!6,900015,80015,400
016,40011,90015,9008,640
40,60018,80020,80011,20020,000
7,1008,7609,950
21,00012,50012,20010,60012,80011,30019,60030,10C22,70043,90024,90014,80010,1006,430
19,5005,390
40,600
Antecedent base
discharge (cfs)
1,000864596128880
1,570778
1,3501,500
321386
1,320630
1,3501,600
9181,640
2071,7001,960
1901,420
9121,5501,0501,300
54897
785300
1,710220
Direct runoff
(in)
b2.66bl.94
2.581.20
b2.84b2.07
.88b6.83b2.27
2.651.64
134.71131.45d2.35131.78
2.61b2.76
.89131.55bl.31
2.08132.71
3.021.88
b7.422.561.092.69b.912.86
bl.333.57
Associated precipitation
(in)
2.02.70
4.094.031.191.712.162.93
.717.383.571.03
.12(a)1.691.73
.224.78
.39
.694.272.266.313.665.122.792.635.67
.143.11
.167.72
Storm duration (days)
1231214412221
(a) 232232223231161212
Antec precipi
(in
5 -day1.26
.06
.1401.670
.524.7101.20
.0200
.09
.64
.55
.05
.04
.49
.71
.02
.091.97
.28
.421.07
.41
.14
.32
.15
.21
.57
edent tation
30 -day5.374.923.253.463.811.433.557.132.285.823.274.521.013.786.717.043.013.922.613.691.173.815.146.183.976.463.451.302.12e)e )e)
Annual runoff
(in)
-28.7728.5527.0932.5426.3330.9238.5140.0638.2029.8130.5420.5126.9531.6534.1737.2834.0937.2223.7627.3029,1543,4746.0240.2944.1234.3231.5919.9138.3022.7947.89
a Maximum daily discharge during period Feb. 22 to Sept. 30, 1929.b Runoff probably increased by ice and/or snowmelt.c About.d Snowmelt runoff; no associated precipitation.e Record missing; not computed.f Oct. 24 or 25.
Soucook River near Concord. N. H. (lA-0890) Lat 43°14'22", long 71°27'44"j drainage area, 76.8 sq mi; mean annual precipitation, 58.56 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Mar. 16May 10Dec . 19Apr. 17Mar. 16Apr. 7Apr. 3Apr. 6
Peakdischarge
(cfs)
2,2201,9002,330
6411,410
3981,0701,9002,880
Antecedentbase
discharge(cfs)
27078
19992
210125322175
72
Directrunoff
(in)
a2.072.602.42
.41al.75a. 34
a2.21a3.05a4.13
Associatedprecipitation
(in)
1.553.504.031.16
.87
.401.671.384.39
Stormduration(days)
243221647
Antecedentprecipitation
(in)
5 -day
0.6601.641.07
.0600
.180
30 -day
2.052.425.344.452.771.38(b)4.421.12
Annualrunoff(in)
27.5724.5925.0719.7919.1912.5023.3314.1526.10
a Runoff probably increased by ice and/or snowmelt b Record incomplete; not computed.
NEW HAMPSHIRE 177
Warner River at Davlsville, N. H. (lA-0860) Lat 43°15'05", long 71°43'50"; drainage area, 146 sq mi; mean annual precipitation, 39.92 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 13Feb. 8Mar. 23Mar. 28June 25Mar. 22Dec. 8Apr. 13Mar. 23Jan. 6, 7Apr. 6Apr. 3Apr. 6Mar. 27May 11Dec. 19Apr. 30Apr. 7Apr. 19Apr. 4
Apr. 5, 6
Peak discharge
(cfs)
2,8101,0901,4401,3303,9502,0201,8601,6802,7901,2501,9603,6703,2004,5101,9901,1202,360
6042,0702,4604,380
Antecedent base
discharge (cfs)
533100495428
67285190440
89449415450565485485250500293931380146
Direct runoff (in)
al.68.43.49
b.672.11
al.32.90
a. 8912.58
.51ll.ll13.7912.973.991.40
.34al.56
.3112.3611.98a5.31
Associated precipitation
(in)
1.361.691.45(b)2.131.033.81
.131.081.63
.373.811.954.313.051.02
.921.64
.601.374.06
Storm duration (days)
211
(b)222-1313546322711>
Antec precipi
(in
5 -day
1.13.03.81.30
3.130
0.17.05
1.58.63.38
0.24
1.591.49
.4501.090
.01
edent tat ion
30 -day
3.48.97
3.382.275.072.584.933.271.763.694.033.513.674.605.244.662.471.393.033.961.12
Annual runoff (in)
23.8012.9114.7720.9821.4227.9721.8621.0718.3014.5115.1228.8232.7927.5026.4923.9626.3311.9128.0716.7434.12
a Runoff probably b Snowmelt runoff;
increased by ice and/or snowmelt. no associated precipitation.
178 NEW JERSEY
Assunplnk Creek at Trenton, N. J. (IB-4640) Lat 40°13'29", long 74°45'02"; drainage area, 89.4 sq mi; mean annual precipitation, 46.79 in.
Wateryear
1924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 7Feb. 11Feb . 25Dec. 28Oct. 19Peb. 27Peb. 13July 11Mar. 28Nov. 10Sept . 18Sept . 6Jan. 3Dec. 20Sept. 22Peb. 4Apr. 9Feb. 8Mar. 22Mar. 7Sept. 15July 7June 2May 4Apr. 1Dec. 30Aug. 3Nov. 26Dec. 21Jan. 24Sept, 11Aug. 13Oct. 15Apr. 6Peb. 28Aug. 29July 30
Peakdischarge
(cfs)
2,4001,9001,100
8401,560
930815660
1,7501,8901,6401,0001,890
8403,3202,0001,3801,270
6921,0301,790
9411,820
7671,0102,2001,8501,2901,7701,560
8742,4001,680
8592,300
8421,660
Antecedentbase
discharge(cfs)
120131
4759
190887759
101106
421656
17242
170105
80172
701022
10772
14876376178
23340
10089
125765842
Directrunoff
(in)
1.60al.771.55
.661.32
.77
.60
.24
.89
.621.30
.60
.85
.263.07
.98
.48
.58
.19
.351.93
.641.54
.94
.441.92
.69
.511.33
.48
.382.111.37
.50bl.40
.06
.80
Associatedprecipitation
(in)
3.401.261.572.214.311.892.132.782.502.813.675.102.001.168.641.931.891.24
.921.268.342.783.563.481.523.063.802.443.891.213.577.604.951.942.442.385.39
Stormduration(days)
83
124231113131234112134271211611322221
Antecedentprecipitation
(in)
5-day
0.22.0
.8801.23
.6801.78
.571.82
.06
.15
.53
.55
.601.86
.450
.85
.130
.191.00
.22
.53
.01
.26
.39
.01
.52
.503.5301.150
.03
.98
30 -day
2.272.933.862.135.041.963.274.552.964.815.052.101.424.232.083.843.012.963.731.50
.873.645.383.994.133.606.661.792.743.703.783.553.433.542.714.204.88
Annualrunoff(in)
23.9112.5112.2416.7724.9115.3413.0310.5010.6022.4317.4416.6223.6319.6824.8322.9417.6817.8911.0814.2917.4819.0620.3013.9723.3619.9915.2516.5923.1122.5013.5118.4220.3113.0122.8515.2018.81
a Poor rainfall coverage.b Runoff probably increased by snowmelt.
/ NEW JERSEY
fCupsaw Brook near Wanaque, N. J. (IB-3850) Lat 41°06'32" J long 74°15'16 drainage area 4.58 sq mi; mean annual precipitation, 49.25 in.
179
Water year
1935193619371938193919401942194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Jan. 10Mar. 11Feb. 22Sept. 21Apr. 1-9Apr. 8Sept. 2 7Apr. 25July 23Sept. 24Apr. 5Mar. 16Dec. 30Mar. 23Mar. 30Mar. 11Jan. 24May 10Aug. 19Oct. 16Apr. 6Dec. 21
Peak discharge
(cfs)
53536329352106154108
85373144142120218118521405184
72442375130298
Antecedent base
discharge (cfs)
5811
1015
117
116
111858
15143.53.66.64.7
Direct runoff
(in)
0.594.592.192.481.051.15
.90
.777.54
.621.59
al.802.931.613.732.261.39
.952.333.10Iw772.05
Associated precipitation
(in)
1.373.522.806.902.372.034.251.989.603.633.32
.295.352.395.503.262.342.135.056.973.794.61
Storm duration (days)
1212221271412322231251
Antecedent precipitation
(in)
5 -day
000
.83000
.41
.561.33
.03
.11
.01
.06
.09
.04
.321.476.50
.04
.330
30-day
3.613.742.751.534.346.154.254.294.162.012.842.202.592.133.662.783.715.288.786.152.633.81
Annual runoff (in)
_24.3726.6027.9526.4223.9218.4618.2735.4124.8825.2826.6816.5014.9331.5539.3529.8615.9123.3530-2116.8031.85
a Runoff probably includes snowmelt.Note. Flow occasionally regulated by Cupsaw Lake.
770-960 O-65 13
180 NEW JERSEY
Flat Brook near Flatbrookville, N. J. (IB-4400) Lat 41 "06"24", long 74"57'09"; drainage area, 65.1 sq mi; mean annual precipitation, 42.75 in.
Water year
1924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 7Feb. 11Feb. 26Nov. 17Dec. 8Apr. 13June 10Mar. 29Apr. 1Aug. 24April
July 9Oct. 31May 15Sept. 2 2Dec. 6Mar. 31Nov. 15Mar. 9Nov. 26Nov. 9July 19May 28Apr. 6Mar. 12Dec. 31June 2Nov. 26Apr. 6Jan. 25Dec. 7Aug. 19Oct. 16Apr. 6Dec. 21Apr. 3Sept. 13
Peakdischarge
(cfs)
2,3502,350
575755
1,730787527605916
1,850(b)
1,4402,960
8503,3902,6201,860
8001,2202,1201,360
8001,2402,0501,4203,2801,1602,3703,6303,0502,6409,560
(c)1,3702,000
8442,720
Antecedent base
discharge (cfs)
15142
199135224104
47189112
19161
37217441
102139
656078447470
115-120
24135
2817616245
8.490
15247
14943
Direct runoff
(in)
1.91al.64
.25
.54al.04
.59
.38
.281.201.44
.421.331.76
.482.412.131.78
.741.121.15
.70
.741.38i.oe
al.462.39
.581.142.051.691.145.672.831.501.34
.721.60
Associated precipitation
(in)
2.461.431.061.37
.862.232.471.062.215.851.104.185.132.797.412.612.142.502.433.582.473.344.332.39
.574.931.794.042.691.783.36
13.425.462.143.171.154.42
Storm duration (days)
ZZ1114Z144ZZZZ3Z531112211242112732232
Antecedent precipitation
(in)
5-day
1.1300
.25
.98
.48
.20
.37
.81
.62
.77
.120
.021.390
.13
.010
.07
.191.94
.27
.79
.21
.04
.91
.581.03
.20
.401.02
.011.120
.67
.01
30-day
2.452.753.853.275.301.762.311.542.544.183.005.41
.872.751.873.364.023.301.963.466.12
10.693.492.862.242.354.682.104.193.123.981.305.752.932.973.393.35
Annual runoff (in)
21.1417.7117.2524.8743.9418.6815.0316.5913.5730.3719.0421.5930.0720.7230.3225.1121.7717.2020.8325.0318.4830.8221.5022.3025.2719.2718.9227.0238.0127.2017.4921.9327.5917.1626.9616.9228.13
a Runoff probably includes snowmelt. b Maximum discharge not determined, c Not determined.
NEW JERSEY 181
Maurice River at Norma, N. J. (lB-4115) Lat 39°29'42", long 75°04'34"; drainage area, 113 sq mi; mean annual precipitation, 44.18 in.
Wateryear
19331934193519361937'19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 26Aug. 4Sept. 8Feb. 16Jan. 25Sept. 23Aug. 21Sept. 2Mar. 13Aug. 20Feb. 16Apr. 25July 21Dec. 31May 26Aug. 4Feb. 1Sept. 12Nov. 20Aug. 7Mar. 16Dec. 15Aug. 14Mar. 19Nov. 6Aug. 27July 16Sept. 14
Peakdischarge
(cfs)
687404
1,090774418
1,060669
7,360343298352504348680311645599415430776604410580326458
1,200634
1,370
Antecedentbase
discharge(cfs)
120120
51236210119
81101221136171188
77155168114225
7192
109229139
42157110182
9090
Directrunoff(in)
1.10.22
1.25.36.48
1.23.49
3.94.20.16.46.52.51.56.30.51.67.15.43.47.57.36.59
a. 54.54
1.13.34
1.39
Associatedprecipitation
(in)
5.975.328.191.783.527.725.82
10.021.752.191.894.215.273.752.365.804.021.623.212.913.712.487.884.263.604.714.108.71
Stormduration(days)
3122921631
1097574911253873223
Antecedentprecipitation
(in)
5-day
1.38.98.07.57.48.41.04
001.61
.09
.66
.300
.57
.41
.050
.43
.73
.491.22
.13
.50
.06
.781.180
30 -day
5.396.094.594.774.891.652.284.462.575.572.593.314.473.854.133.513.572.20
.973.583.632.842.154.873.706.843.163.67
Annualrunoff(in)
25.51-
22.3324.6219.0622.2329.1423.4919.0912.9617.9118.2318.9323.3716.6522.7323.9915.0518.5827.9824.5314.6014.6916.0215.7628.8821.8720.28
a Runoff probably affected by snowmelt.Note. Occasional regulation by powerplant above station.
182 NEW JERSEY
North Branch Raritan River near Raritan, N. J. (IB-4000) Lat 40"34'10", long 74"4Q'45 " drainage area 190 sq mi; mean annual precipitation, 46.45 in.
Water year
1927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 1Nov. 3Feb. 7Mar. 8Mar. 29Mar. 28Sept. 15Sept . 30Oct. 6Jan. 3Dec. 20Sept. 21Feb. 3Mar. 15Feb. 8Aug. 9May 27Jan. 6Jan. 1June 2Apr. 5Nov. 8Dec. 30Mar. 23Nov. 26Nov. 7Apr . 7Dec. 14Aug. 19Oct. 15Apr. 5Feb. 28Nov. 29Sept. 12
Peak discharge
(cfs)
2,6806,800
a6,0107,8407,140
15,00015,60017,80010,40014,4007,190
16,5007,410
15,1008,310
15,5007,9407,2608,590
11,0005,6807,810
14,0003,6609,640
10,9007,5704,590
20,70017,3004,6806,2405,5706,050
Antecedent base
discharge (cfs)
119230
78219180228134115378
72190
91396175152
72254
93160266220205
95165
80402 .371260336132245140109
76
Direct runoff (in)
0.37.98
bl.291.01
.811.181.901.59
.47
.75
.782.82
.811.54
.901.25
.851.30
.851.40
.51
.762.72
.581.131.18
.97
.502.212.911.171.31
.60
.95
Associated precipitation
(in)
3.811.841.212.071.722.434.273.431.961.831.607.711.652.881.664.292.232.911.222.581.482.384.482.113.392.602.221.725.306.082.472.062.084.54
Storm duration (days)
1211112111131121232111231122222222
Antecedent precipitation
(in)
5 -day0.0200
.06
.19
.09
.82
.010
.41
.98
.681.3400
.931.340
.98
.331.111.720
.02
.651.48
.311.007.5201.1400
.04
30-day4.747.981.592.561.732.663.206.568.781.444.461.493.223.542.706.073.681.223.076.132.823.933.021.812.006.895.264.17
10.474.233.112.861.623.58
Annual runoff (in)
21.2936.7318.6213.5514.2310.29
' 28.4318.8818.6724.6419.2224.9423.1619.4416.7321.8724.6819.3523.7925.0518.1627.8320.1412.2224.2735.5326.4812.3221.6925.2617.3523.3615.1823.80
a Maximum daily discharge.b Runoff probably includes snowmelt.
Passaic River near Chatham, N. J. (IB-3795) Lat 40°43'31", long 74"23'23"; drainage area, 100 sq mi; mean annual precipitation, 48.17 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 21Feb. 5Mar. 15Feb. 9Aug. 16Dec. 31Apr. 26Feb. 27June 4Apr. 5Nov. 12Jan. 1Mar. 23Dec. 8June 1Mar. 16Dec. 14Aug. 19Oct. 16Apr. 7Mar. 2Oct. 26Sept. 12
Peak discharge
(cfs)
1,910972
1,090756
2,0201,420
9641,3101,040
8691,4101,710
6701,0101,2901,150
6511,3901,1501,1001,140
7701,110
Antecedent base
discharge (cfs)
1940
1364730
128194
70121
89442
5490
265115135170
465585541326
Direct runoff (in)
3.301.971.53.
.776.472.401.262.581.461.312.273.07
.731.043.522.06
.365.032.241.841.881.281.42
Associated precipitation
(in)
9.063.682.811.93
11.783.472.282.163.333.205.364.451.923.067.044.071.81
12.944.813.802.055.304.88
Storm duration (days)
35218326244234
1142
1136153
Antecedent precipitation
(in)
5-day
0.37.02
000
.15
.14
.02
.5103.18
.010
.05
.72
.10
.972.22
.01
.110
.01
.02
30-day
0.892.586.922.656.942.104.341.706.353.045.663.311.755.185.853.773.872.324.221.991.963.314.58
Annual runoff (in)
-21.5920.9817.7623.7122.9621.3027.3125.8119.9131.1220.6113.7524.2034.1825.9612.4621.5922.6616.9826.3615.3223.55
NEW JERSEY 183
Passalc River near MllllnKton. N. J. (IB-3790) Lat 40°40'48", long74"31"40"; drainage area, 55.4 sq ml; mean annual precipitation, 48.75 in.
Water year
1922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952'19531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 7Mar. 18Apr. 7Feb. 25Feb. 26Feb. 26Feb. 24Feb. 28Mar. 8Mar. 30Mar. 29Sept. 16Mar. 6Feb. 17Mar. 12Dec. 20Sept. 22Feb. 4Mar. 15Feb. 8Aug. 14Dec. 31Apr. 25Feb. 27June 3Apr. 6Nov. 9Dec. 31Mar. 24Mar. 31June 2Mar. 16Dec. 15Aug. 19Oct. 16Apr. 7Mar. 1Oct. 27Apr. 5
Peak discharge
(cfs)
5483700
1,100718668490700
3735565460665
3934972504
1,480602
1,040585938493
1,360916574748800549762
1,300395740813728335977704704725439682
Antecedent base
discharge (cfs)
108102
862986
100170
19736983332138
206841528
101302079
11446785435185094
18688
1374.7
3450211178
Direct runoff (in)
0.922.442.41
b5.57bl.30b.68
.531.93
.76
.721.162.60
bl.901.21
b3.21.65
2.771.781.62
.716.512.02
.89b2.54
1.601.152.363.14
.671.491.621.95
.734.632.382.64
b2.381.571.27
Associated precipitation
(in)
1.794.113.943.011.04
.521.402.761.992.062.585.891.071.292.612.028.823 412.641.82
11.933.512.722.213.353.045.734.822.132.904.413.861.90
13.184.694.372.735.322.88
Storm duration (days)
462
1421151113223136328336245232242
1035555
Antecedent precipitation
(in)
5 -day0.511.23
.690
.32
.70
.85
.87
.07
.38
.59
.11
.95
.05
.08
.74
.53
.01000
.11
.16
.011.451.27
.84
.01
.02
.14
.98
.092.221.48
.01
.080
.02
.88
30-day2.963.292.914.245.032.365.382.782.802.913.108.582.762.332.144.511.192.234.052.686.772.164.191.707.033.042.603.241.843.565.603.894.091.614.522.102.133.35(c)
Annual runoff (in)
_12.63
-18.6219.9123.5934.2720.3313.8814.2211.6130.3219.5316.7723.8120.4528.2023.0721.5218.3024.3823.1220.2026.6327.4019.8431.9019.0913.1923.7233.6226.3411.4820.2221.8917.2125.0215.4021.79
Maximum dslly discharge, b Runoff probably increased by snowmelt. c Record incomplete; not computed.
184 NEW JERSEY
Pequest River at Pequest, N. J. (IB-4455) Lat 40°49'43", long 74 058'45"drainage area, 108 sq mi; mean annual precipitation, 45.55 in.
Water year
192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 12Mar. 19Apr. 7Feb. 18Feb. 28Feb. 26Aug. 27Feb. 27Mar. 9July 10Mar. 28Sept. 19Mar. 6July 10Mar. 14Feb. 22Sept. 22Dec. 6Mar. 15Dec. 17Aug. 18Dec. 30Mar. 13July 23
June 2, 3Mar. 14, 15
May 14Jan. 6
Mar. 23, 24Feb. 7Nov. 7Jan. 25May 4Aug. 19Oct. 15Apr. 6Feb. 28Mar. 6Sept. 13
Peak discharge
(cfs)
527694593694637489
b735605463830454730655730
1,810596948
2,6201,330
457651776668
1,340587592690872457712842690532
1,110724
1,030878
1,0901,290
Antecedent base
discharge (cfs)
168220124
45184148360
82156100131147
6441
259145
88102131 .124
51164154124207207189
47172189103302124147134175
91101138
Direct runoff
(in)
0.801.22
.771.71
.65a. 301.27
.96
.25
.81
.491.12
.82
.99a2.81
.231.511.13
.63
.181.411.15
.343.17
.25
.29
.362.66
.29
.571.30
.27
.231.521.141.00a. 80
.43
.76
Associated precipitation
(in)
1.371.881.812.39
.72
.264.592.562.054.103.095.041.186.801.031.676.562.241.371.218.483.541.105.742.211.182.757.382.132.454.952.061.666.275.383.431.701.814.50
Storm duration (days)
85462178236252113-2219314212758821235222
Antecedent precipitation
(in)
5 -day
0.90.60
2.01.01.03.09
2.79.58
0.78.29
0.62
0001.1500
.110
.08
.022.532.030
.940
.06
.48
.45
.26
.586.49
.031.2700
.07
30-day
2.602.372.716.323.652.74
10.382.161.883.682.65
10.311.853.582.392.781.673.603.961.405.891.952.85
10.436.192.244.452.712.514.044.673.223.007.935.453.202.472.396.45
Annual runoff
(in)
17.9114.0015.3214.4815.2918.7635.0016.8913.7812.869.61
24.6416.4717.3125.8118.0524.0725.1118.3114.9913.7823.6816.6026.9220.3117.4620.7216.6515.0925.1535.9123.7612.6016.0324.7815.7521.1315.6922.57
a Runoff probably includes snowmelt. b Maximum daily discharge observed.
NEW JERSEY 185
Saddle River at Lodi, N. J. (IB-3915) Lat 40°53'25", long 74°04'5l"; drain- age area, 54.6 sq mi; mean annual precipitation, 46.12 in.
Water year
19241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571957195819591960
Data relative to annual peak discharges
Date
Apr. 7Feb. 12Feb. 26Sept. 2July 7Feb. 8Apr. 8Apr. 24Mar. 29Nov. 20Mar. 6Oct. 1Mar. 12May 15Sept. 22Dec. 6Mar. 15Feb. 8Aug. 10Dec. 31Apr. 25July 23May 28Apr. 16Nov. 9Dec. 31Mar. 24Mar. 31June 2Mar. 14Sept. 12Aug. 19Oct. 16Nov. 2Apr. 6Feb. 28Mar. 7Sept. 13
Peak discharge
(cfs)
1,280980741
1,630829
1,300418549686
1,320850614
2,2001,0802,150
7601,3801,030
8201,020
9983,5001,1001,010
8301,030
4522,5301,7401,8601,2702,2001,530
795795
1,760806
1,190
Antecedent base
discharge (cfs)
18463 '
130688428615266744546
10175617284522975
162429389523463
115138108
3996793098985053
Direct runoff
(in)
0.691.02
.542.36
.75
.78
.38
.45
.61
.971.19
.562.14
.792.30
.981.08
.751.071.441.005.77
.74
.98
.641.17
.602.431.571.471.041.612.02
.911.03
al.04.61
1.13
Associated precipitation
(in)
1.631.521.066.933.642.351.761.692.493.59
.803.892.562.526.722.182.262.025.413.572.46
11.992.873.253.004.332.034.992.783.684.425.334.904.172.412.082.174.79
Storm duration (days)
22171121123122332123361412423112333214
Antecedent precipitation
(in)
5 -day
0.890
.10
.251.12
.01
.0402.51
.22
.75
.02
.08
.041.030000
.091.17
.22
.3801.160
.01
.172.14
.06
.347.40
.0301.0500
.07
30-day
2.323.334.908.677.321.612.473.484.719.742.557.402.593.461.642.443.572.435.331.704.903.336.183.442.042.401.663.665.433.365.328.216.091.253.551.71(b)6.40
Annual runoff (in)
23.6817.6219.3725.0537.1720.6215.4017.6612.8828.3021.6617.2621.9524.6629.4026.4221.9217.3221.5724.7424.0635.6729.9524.0825.9019.5814.3430.6440.0231.9617.7025.4729.0820.1020.1033.0619.3229.92
a Runoff probably Increased by snowmelt.b Record Incomplete; not computed.Note.--Occasional regulation at low flow by mills above station.
186 NEW JERSEY
South Branch Raritan River at Stanton, N. J. (lB-3970) Lat 40°34'21", long 74"52'10"; drainage area, 147 sq mi; mean annual precipitation, 46.50 in.
Water year
192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 2Mar. 16Apr. 7Feb. 12Feb. 25Feb. 26Feb. 15Feb. 7Mar. 8July 10Mar. 28Aug. 23Sept. 30July 9Mar. 12Dec. 20Sept. 21Dec. 6Mar. 15Feb. 7Aug. 9Dec. 30Mar. 13July 19June 2May 5May 13Dec . 30Mar. 23Nov. 25Nov. 7Jan. 24May 5Aug. 19Oct. 14Dec. 15Feb. 28Jan. 2Sept. 12
Peak discharge
(cfs)
3,710a2,8905,2003,2004,2202, '5904,3004,9202,6302,6302,4706,4805,0407,0705,8003,6108,1304,080
10,9003,9605,1603,2904,540
10,9005,3202,1804,8106,5802,3206,840
10,6004,5602,060
18,00011,7002,4005,3402,3104,100
Antecedent base
discharge (cfs)
50430245120217264291100251
69170
66107
54424146
94156182148100240187100221270299
90177
70388424150346112
85160120
69
Direct runoff
(in)
0.95.95
1.07bl.87b.87b.51
.65
.70
.56
.48
.501.58
.891.412.47
.621.921.111.72
.591.3,51.59
.563.191.00
.441.272.19
.60
.991.43
.80
.302.902.33
.721.34
.33
.83
Associated precipitation
(in)
1.071.251.801.31
.72
.50
.831.292.073.322.205.303.405.591.771.237.692.092.911.194.703.571.446.513.271.803. ^04.462.273.402.851.841.465.996.342.681.981.004.4-7
Storm duration (days)
122211211113121132113315241241111223221
Antec precipi
(in
5-day
0.75
1.480
.20
.81
.130
.04
.97
.371.68
.05
.310
.72
.620000
091.131.011.531.91
.960
.03
.621.61
.30
.507.8601.000
.430
edent tat ion
30-day
1.652.592.783.383.852.333.581.822.244.462.635.585.843.761.904.241.643.213.892.987.682.523.857.596.484.384.232.921.922.026.803.892.82
10.324.452.812.331.843.66
Annual runoff
(in)
19.1916.3526.1121.0619.9023.4837.7420.2917.5414.5510.3827.0618.6820.9127.4219.9625.8025.7121.9817.9320.1525.4719.2427.7524.6620.3227.6321.0215.0328.2938.2528.1112.7321.0225.2317.5823.8614.7323.00
a Maximum daily discharge.b Runoff probably increased by snowmelt.Note.--Slight diurnal fluctuation caused by small powerplants.
NEW JERSEY 187
South Branch Raritan River near High Bridge, N. J. (IB-3965) Lat 40°40'40", long 74"52"1"; drainage area,65.3 sq mi; mean annual precipitation, 47.76 in.
Water year
191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 23July 23Nov. 17Feb. 2Jan. 1Apr. 6
(a)Mar. 7Aug. 1Nov. 18Feb. 7Mar. 8July 11Mar. 28Nov. 19Sept. 30July 9Mar. 11Dec. 20Sept. 21Dec. 6Mar. 15Feb. 7Aug. 11Dec. 30Mar. 13July 22Nov. 22Mar. 14May 13Dec. 30Mar. 23July 28Mar. 11Nov. 22Mar. 4Aug. 19Oct. 15Dec. 14Dec. 21Mar. 6Sept. 13
Peak discharge
(cfs)
2,000(a)940
3,6001,5102,500
(a)1,120
9102,5701,230
7201,5801,0201,4802,0801,5803,0801,4302,6501,3405,1601,1802,2801,6801,5202,3401,5901,2001,4802,230
9762,8003,0601,960
7752,7602,0701,0601,9701,3201,410
Antecedent base
discharge (cfs)
42586040
1209760
11364
17470
1016974
1295836
143675280767150
11096766691
140409350
12951
1079761
101585346
Direct runoff
(in)
2.75.64.52
1.20.35
1.301.86
.51
.36
.90
.60
.361.11
.55
.57
.881.552.77
.521.46
.961.81
.601.241.70
.642.20
.63t>.73
.981.77
.531.15
bl.311.67
.661.631.90
.92
.94
.66
.68
Associated precipitation
(in)
7.065.101.641.081.161.971.421.092.021.741.341.762.942.192.443.916.231.501.177.342.302.682.044.923.591.466.751.961.093.584.812.355.231.245.851.835.726.162.623.071.824.41
Storm duration (days)
431512322121111122122123316111231123222112
Antec precipi
(in
5 -day0.38
.60
.0601.141.360
.12
.11
.020
.03
.91
.39
.36
.04
.15
.11
.63
.760000
.03
.061.151.180
.940
.04
.42
.05
.76
.487.8801.00
.0400
edent tation
30 -day
3.674.252.321.453.252.313.962.234.637.302.771.995.132.876.536.073.552.293.721.213.233.031.707.182.413.88
10.313.592.274.562.891.994.412.421.202.649.984.542.834.362.444.37
Annual runoff (in)
--
26.6925.5420.1523.4420.4321.2226.5844.3722.5717.0217.6112.1127.2120.9322.6428.1520.9626.7526.2624.4619.3421.6829.0820.7429.2724.7921.4428.0422.7217.4231.6642.2632.6415.6620.4627.6221.3528.7518.1128.11
a Maximum discharge not recorded.b Runoff probably includes snowmelt.Note.--Slight diurnal powerplant fluctuation.
188 NEW JERSEY
Toms River near Toms River, N. J. (IB-4085) Lat 39°59'10", long 74°13'29"; drainage area, 124 sq mi; mean annual precipitation, 48.45 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative, to annual peak discharges
Date
Apr. 18Mar. 11
Apr. 1, 2Apr. 14Aug. 26Mar. 8Sept. 8Mar. 14Apr. 29Sept. 23Aug. 22Apr. 23July 11July 5Jan. 1Sept. 17Dec. 14Dec. 1May 24June 2Jan. 2Feb. 17Apr. 2Apr. 29Mar. 15Sept. 13Aug. 15July 23Dec. 18Mar. 2Oct. 28Sept. 14
Peak discharge
(cfs)
851443
a362678835500787739587
1,540902656450393487
1,140732873484742816411574
1,250878719909661498
1,160943
1,370
Antecedent base
discharge (cfs)
19020215421313314286
28120414712127721481
17562
298202225331178187199230257
9780
170169232150
99
Direct runoff
(in)
0.63.23.32.60.91.44.63.38.55
1.37.59.41.27.31.37.92.40.50.35.32.53.34.66.93.61.46.65.46.42.96.89.90
Associated precipitation
(in)
4.781.712.723.375.98
.795.551.173.539.575.312.223.313.513.188.161.173.671.982.212.302.083.504.703.935.006.333.012.993.106.015.58
Storm duration (days)
51236632842262231232225541215242
Antecedent precipitation
(in)
5-aay
0.27.14.18
0.77
1.00.20
0.15.47.11.12
1.48.37.14.01.54
0.51.74
0.50.18
0.19.38
1.32.09
0000
30-day
1.433.872.754.413.733.992.791.371.771.311.823.365.973.221.89
.598.162.884.076.574.962.282.911.613.845.371.573.552.522.413.933.22
Annual runoff (in)
_19.0116.8817.1123.0319.0720.1224.4525.9329.6529.3422.3620.3517.2019.5322.6526.5424.8919.6527.7424.8517.6720.2630.8727.7221.2119.0122.5320.1732.3425.5424.53
a Maximum daily discharge.
NEW JERSEY 189
Mhippany River at Morristown, N. J. (IB-3815) Lat 40°48'2l", long 74°27'22"j drainage area, 29.4 sq mi; mean annual precipitation, 46.95 in.
Water year
192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 1Mar. 16, 17
Apr. 7Aug. 1Feb. 25Nov. 16Aug. 26Feb. 7Mar. 8July 11Mar. 28Nov. 19Mar. 5Oct. 6Mar. 12Dec. 20Sept. 22Apr. 19Mar. 15Feb. 8Aug . 14
(b)Mar. 7
Jan. 1, 2May 13May 26Nov. 8Dec. 31Mar. 23Mar. 31June 1Jan. 24Sept. 11Aug. 19Oct. 15May 14Feb. 28Aug. 9Sept. 12
Peak discharge
(cfs)
700600830680585394
1,100830466456485
1,060620467
1,500491
1,170529
1,500679
1,220540640460
1,020591829
1,350375938
1,360804282
1,160900613925509684
Antecedent base
discharge (cfs)
319851194340703440303749226067261977323113502826267732233266868013292439332220
Direct runoff (in)
0.57.88
1.27.49.71.31
1.97.57.39.66.59
1.06al.08
.50a2.76
.492.00
.861.48
.654.541.23
.58
.44
.87
.65
.772.07
.541.181.77
.89
.251.431.32
.461.17
.29
.83
Associated precipitation
(in)
2.621.463.443.511.161.534.511.401.781.502.623.311.002.302.482.148.722.102.591.75
11.793.571.441.222.481.903.174.452.153.395.162.142.904.575.001.992.042.834.60
Storm duration (days)
211111211212311133119313122232221231112
Antecedent precipitation
(in)
5-day
0.821.12
.971.43
.1301.150
.011.12
.07
.35
.762.30
.10
.60
.39
.38000
.07
.021.22
.151.922.550
.03
.192.45
.39
.208.260
.0901.14
.01
30 -day
5.892.322.704.764.487.095.981.821.754.764.748.122.32
10.052.284.02
.984.333.992.656.802.162.673.461.196.875.163.112.053.505.504.034.57
10.024.752.201.80(c)5.39
Annual runoff (in)
21.1616.7223.4518.6221.7624.0838.8921.6915.5116.7112.4230.0022.2622.1827.3020.2425.3226.6221.1918.3021.8626.0320.7224.5726.2121.5027.9722.5214.9828.1037.7830.3814.5821.5925.2219.6726.6017.6626.59
Runoff probably increased by snowmelt. b Dec. 30 or 31. c Record missingj not computed.Note. Flow occasionally regulated by operation of
miles above station.gates in Pocahontas Dam, 2.5
190 NEW MEXICO
Black River above Malaga, N. Mex. (8-4055) Lat 32°13'40", long 104°09'15"; drainage area. 545 sq mi; mean annual precipitation, 15.56 In.
Wateryear
194119471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 13Aug. 23May 31July 22Sept. 6Oct. 3July 14June 11Apr. 24Sept. 23Oct. 2May 30Aug. 22Nov. 13July 6
Peakdischarge
(cfs)
a3,280168
9,230896
3,4306,820
530787
15,20020,50011,1002,9103,620
4325,680
Antecedentbase
discharge(cfs)
2.4129.46.67.5
128.66.785.58
108
1123
Directrunoff
(in)
0.07.004.20.03.05.11.01.02.15.35.15.04.09.01.27
Associatedprecipitation
(in)
3.68.28
2.78.99
1.422.131.45
.852.731.341.47
.552.39
.592.46
Stormduration(days)
223442211232222
Antecedentprecipitation
(in)
5 -day
0.28.25
1.42.09
0.28.19.30.12.23.70.08.10
0.46
30 -day
0.39.64
2.02.95
1.293.002.181.361.02
.342.641.09
.523.831.71
Annualrunoff(in)
_0.44
.67
.58
.51
.51
.33
.34
.39
.92
.45
.33
.56
.37
.63a Maximum during period October to December Note. Diversions for irrigation of about 1,
1940. 200 acres above station.
Chicoriea Creek near Hebron, N. Mex. (7-2020) Lat 36°46'10", long 104°23'45"; crainage area,
Wateryear
1945194619471948194919501951
Data relative to annual peak discharges
Date
Aug. 20Aug. 28May 11May 31June 5July 26July 12
Peakdischarge
(cfs)
7403,3001,3307,5301,6903,7801,420
Antecedentbase
discharge(cfs)
129
1351.91.6
.4
Directrunoff
(in)
0.02.07.09.09.13.07.03
Associatedprecipitation
(in)
1.232.392.081.433.38
.92
.37
Stormduration
1432
1012
Antecedentprecipitation
(in)
5-day
0.391.200
.3001.19
.04
30 -day
4.113.221.143.273.154.941.07
Annualrunoff
(in)
0.34.67.43.71.35.21
Coyote Creek below Black Lake, N. Mex. (7-2170) Lat 36°16'20", long 105°15'00"C
Wateryear
19531954195519561957195819591960
rainaee area. 48 sa mi; mean annual precipitation 16. ai in.Data relative to annual peak discharges
Date
Apr. 9Feb. 18May 22Mar. 5June 1June 6Oct. 29Mar. 22
Peakdischarge
(cfs)
a!85
441276
913<37.220
Antecedentbase
discharge(cfs)
0.61.72.71.51.5
1952.1
Directrunoff
(in)
bO.03.05.14.04.05.21-.14
Associatedprecipitation
(in)
0.70!°!(c)( = )
1.104.08
.23(c)
Stormduration
3c!7c!5c!8
212
c!8
Antecedentprecipitation
(in)
5 -day
0---.24
00-
30-day
0---
3.581.28
.69-
Annualrunoff(in)
.38
.171.024.72
.78
.69a Maximum during period December 23, 1952 to September 30, 1953.b Includes snowmelt.c Seasonal snowmelt rise.<3 Flow regulated.
NEW MEXICO 191
oyote Creek near Golondrlnas, N. Mex. (7-2180) Lat 34°54'40", long 105°09'50"5 drainage area. 257 sq ml; mean annual precipitation. 19.81 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 12June 20July 8May 18Aug. 30June 26June 26Sept. 17Sept. 20May 2Apr. 23Aug. 18July 5Aug. 21Aug. 9May 7July 6July 22Aug. 1July 31Aug. 22Aug. 17Aug. 6July 11May 23July 9Oct. 19June 19Julv 11
Peak discharge
(cfs)
197685219835
3,0201,840
714520650950
1,700321172550800260710
1,100610670331
2,320516
3,200228845
1,540220325
Antecedent base
discharge (cfs)
191.903.62.832.6
.32.5
148257
1.34.21.93.51.86.861.21.52.22.21.8
.5
.6
.615
32.3
Direct runoff
(in)
aO.07.05
W.21.04.04.03.02.03
a. 21a. 33
.03
.01
.02
.02W
.02
.06
.01
.04
.02
.03
.01
.03(c).02.16
(d).01
Associated precipitation
(in)
2.541.71
.363.551.162.442.112.572.441.583.311.66
.78
.86
.55
.08
.182.64
.712.752.68
.58
.34
.22
.76
.692.46
.79
.79
Storm duration (days)
26342344323212411322332122413
Antecedent precipitation
(in)
5 -day
0.85.15.33
1.2800
.80
.18
.511.48
.651.530
.6600
.15
.10
.43
.16
.39
.130
.06
.011.23
.381.11
30 -day
0.891.73
.482.333.852.591.932.342.172.782.521.452.153.432.83
.662.493.946.142.154.651.953.39
.10
.14
.012.161.572.00
Annual runoff (in)
0.68.34.20.54.35.54.27.43.21
2.632.89
.57
.70
.59
.37
.36
.73
.53
.24
.21
.25
.25
.16
.34
.13
.442.47
.28.-? ?.
a Runoff Includes Note.--Diversions
snowmelt. b 0.004 inches, c above station for irrigation.
0.007 inches, d 0.005 inches.
El Rito near El Rito, N. Mex. (8-2880) Lat 36°23', long 106°14'j drainage area. 49.8 sq mi; mean annual precipitation, 7.54 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
May 19May 20Apr. 11May 20Apr. 24Apr. 16Apr. 23Apr. 20Apr. 14May 15Apr. 23Apr. 23May 7May 3Apr. 21May 2May 6May 11Aor. 21May 9
Peak discharge
(cfs)
398203
28280328-340190138
1,1701,240
233400-142244233376168103
Antecedent base
discharge (cfs)
75.0269.8
497.2-
113525
2356830458018556917239.6
Direct runoff (in)
2.831.11
.262.623.91-
4.031.381.055.034.031.972.824.44
.991.281.194.871.07
.90
Associated precipitation
(in)
_-----------------_-
Storm duration (days)
2824233067-6425261527282728281914622931
Antecedent precipitation
(in)
5-day
_-----------------_-
30 -day
_----------------- -
Annual runoff (in)
7.092.61
.895.074.53
10.624.812.882.38
12.8811.153.094.186.351.703.183.805.591.961.56
Note. All annual peaks station for irrigation of
produced by sea less than 100
sonal snowmelt. cres.
Diversions above
192 NEW MEXICO
Galllnas River at Montezuma. N. Mex. (8-3810) Lat 35°39'15", long 105°16'30"; drainage area, 87 sq ml; mean annual precipitation, 20.51 in.
Water year
19051906190719081909191019111912191319T419321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954] 955195b1957195819591960
Data relative to annual peak discharges
Date
(a)Nov. 27Dec. 4Aug. 3Sept. 6Aug. 11July 10
Oct. 5,6June 11July 11May 16July 16May 26May 18Aug. 29June 3July 27Aug. 1AU&, 6Sept. 23Sept. 3Oct. 17May 11Aug. 21Aug. 30June 24June 2June 19July 27July 13Sept. 12Aug. 20Sept. 10Aug. 20Oct. 3Aug. 4Oct. 20May 24June 10
Peak discharge
(cfs)
b380b30bb240b!58b280
b55b358b260b598b523
24919351
66090
289526344
bllO1,9003,600
105124485436190696673819858815191118217
299,1401,280
222276
Antecedent base
discharge (cfs)
121 -
1319
1.630
12.82.2
23111.7
581.1
26283.21.4
127.2
11243.8
21.6
372737
.71.6
.6
.5823.89.5
132618
Direct runoff
(in)
2.04_-.25.24.07.20.29.56.77
l.iB.02.01.78.02.22.06.30.12.62.96.10.51.30.33(d).05.12.33.04.06.02(e).11(a).58.46.08.10
Associated precipitation
(in)
(c) -
2.421.71
.491.441.613.685.28
(c).52(c)
2.621. 033.93
.613.862.044.473.762.43
(c).85.52.20
1.78.45.47.99.76
1.01.57
1.54.46
1.742.902.111.65
Storm duration (days)
c!7 -333214
11c29
2c9
6462
122456
0172813133242312221
Antecedent precipitation
(in)
5 -day
__-
0.91.23.38
1.00.78.06.28-.02-
00
.78
.48
.48
.38
.20
.470-.25.19.33.22.19,48
0.03.62.07.61.16
1.07.56.05.71
30 -day
_ -
3.474.773.663.501.04
.682.53-
3.59-
2.213.781.274.152.991.931.974.672.56-
2.491.84
.482.312.473.51
.132.252.792.574.302.005.002.631.671.73
Annual runoff (in)
_--------
5.332.671.16
.302.92
.702.451.502.441.46
11.748.021.461.702.291.091.691.8,3.511.79
.571.69
.18
.161.75
.182.368.741.823.11
a Apr. 24, 28, May 2. rise. d 0.005 Inches,Note. Diversions for
Vegas city water supply,
ID Maximum daily discharge. c Seasonal snowmelt e 0.002 inches,
irrigation of about 15 acres above station and for Las
Gallinas River near Lourdes. N. Mex. (8-3820) Lat 35°28'15", long 105°09'15": drainage are. 515 sq mi; mean annual precipitation, 18.74 in.
Wateryear
1951195219531954195519561957195819591360
Data relative to annual peak discharges
Date
Aug. 1Aug. 4Aug. 18Sept. 10Oct. 6Oct. 2Aug. 16Oct. 20Aug. 25June 10
Peakdischarge
(cfs)
a2,2502,5001,0703,2303.4403,0204,1802,7401,7802.190
Antecedentbase
discharge(cfs)
3.03.72.3
.71.04.51.83.49.1
18
Directrunoff
(in)
0.06.05.01.03.16.05.05.25.07.06
Associatedprecipitation
(in)
2.171.19
.77
.612.70
.73
.582.482.032.08
Stormduration(days)
2432211231
Antecedentprecipitation
(in)
5-day
0.09.26
1.53.12
00
.21
.18
.40
.63
30 -day
1.772.662.912.321.672.055.362.042.451.05
Annualrunoff(in)
_0.44
.20
.21
.45
.21
.422.34
.46
.46a Maximum during period June 29 to September 30, 1951.Note. Diversions for irrigation of about 8,500 acres above station.
NEW MEXICO 193
Galllnas River near Montezuma. N. Mex. (8-5805) Lat 55°59'00", long 105°19'10"j drainage area, 84 sq mi; mean annual precipitation, 20.14 in.
Water year
19521955195419551956195719581959194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
May 16July 16July 21Aug. 5June 11June 5July 27Aug. 1Aug. 5Sept. 25Sept. 1July 14May 11Aug. 21Aug. 50Oct. 7June 2June 19July 27July 15Sept. 12Aug. 20Aug. 25Sept. 24July 50Aug. 4Oct. 19June 25AUK. 15
Peak discharge
(cfs)
255254101
1,6101,140
181587575
2.0803,790b647
578151520550155470770951
1,920906458
67578118
5,4001,550
176295
Antecedent base
discharge (cfs)
5016
.95.84.5
5150
85.2
15125.4
559.3
2516542845
.62.45.624.9
.912142427
Direct runoff
(in)
1.51.05.004.12.02.50.04.25.15.66
1.05.02.58.27.55.15.05.12.?9.05.05.02.002.05.005.44.44.009.01
Associated precipitation
(in)
(a)0.651.472.68
.544.25
.885.811.774.554.081.04
(a).85.49
1.581.69
.45
.47
.99
.761.01
.071.70
.291.742.17
.52
.66
Storm duration (days)
a29155262
122562
al72752153241215211
Antecedent precipitation
(in)
5-day
_0.05
.15
.500
.79
.28
.46
.51
.27
.48
.20-.25.19
0.25.19.48
0.05.62.68.02.19
1.11.56.94.72
30 -day
_4.221.552.491.461.184.105.282.522.104.771.55-
2.495.991.542.272.525.51
.152.252.795.59
.842.194.862.655.202.81
Annual runoff (in)
5.751.65
.625.041.195.051.742.871.94
12.869.602.012.242.791.582.252.554.062.121.012.16
.59
.552,10
.412.559.542.15
.55a Seasonal snowmelt rise, b Maximum daily discharge. Note. Diversions for irrigation of about 10 acres above station.
LaPlata River at LaPlata. N. Mex. (9-5670) Lat 56°58'00", long 108°ll'00"j ralnage area. 551 so mi; mean annual precipitation. 16.06 in.
Water year
1951 1952 1955 1954 1956 1957
Data relative to annual peak discharges
Date
July 50 Aug. 25 June 22 Aug. 26 Aug. 50 Apr. 16
Peak discharge
(cfs)
825 450 598
4,920 2,580
870
Antecedent base
discharge (cfs)
0.4 1.9 1.2 0 1
56
Direct runoff
(in)
0.005 .06 .02 .05 .10
1.64
Associated precipitation
(in)
0.81 2.25
.61
.56 4.25
(a)
Storm duration (days)
5 4 8 2 4
a5 2
Antecedent precipitation
(in)
5-day
0.02 1.15
.06
.17 0
30 -day
3.24 2.69
.19 1.01 1.94
Annual runoff
(in)
0.19 .91 .51 .18
2.11Seasonal snowmelt rise.
Note. Diversions for irrigation above station.
Little Tesuque Creek near Santa Fe. N. Mex. (8-5,050) Lat 55°41', long 105°55': drainage area, 7 sq ml; mean annual precipitation, 17.46 in.
Water year
1956 1957 1958 1959 1940 1941
Data relative to annual peak discharges
Date
Sept. 7 Aug. 4 July 19 Oct. 8 Mar. 27 May 4
Peak discharge
(cfs)
a 45 95
186 79 6.2
58
Antecedent base
discharge (cfs)
0.2 .1 .1
0 2.7 5.1
Direct runoff
(in)
0.01 .01 .01 .01 .67
5.64
Associated precipitation
(in)
0.70 .01
1.55 1.71
(b) (b)
Storm duration (days)
1 1 4 2
b24 b48
Antecedent precipitation
(in)
5-day
0.01 .47
1.58 .05
30 -day
1.25 .90
5.20 1.58
Annual runoff (in)
2.75 .55
1.56 2.00 6.05
a Maximum during period March to September 1956. b Seasonal snowmelt rise.
194 NEW MEXICO
Mora River at La Cueva, N. Mex. (7-2155) Lat 55°56'15", long 105°15'05"; drainage area, 185 sq mij mean annual precipitation 20.21 in.
Water year
190719081909191019321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 19Aug. 2Sept. 6July 30June 28June 23July 26Aug. 3Sept. 19June 1June 26Apr. 5Aug. 5Sept. 23Apr. 23Aug. 16May 16Aug. 20Sept. 1Aug. 22Aug. 4Aug. 17July 12Aug. 1Aug. 21July 19Aug. 6July 11July 30Aug. 16Oct. 19Aug. 7June 11
Peak discharge
(cfs)
a214a92
a320al86
460a350
70647
1,000710
1,210b!36
1,3401,5301,260
539407308
1,050323940543577405685565817
1,090431842
1,390479386
Antecedent base
discharge (cfs)
861532
034
4.62.65.85.4
697
685.8
12279
9.516914506.48.2
247.047.2
102.9
111.2
763
11106
Direct runoff
(in)
0.08.05.14.06.02.36.01.20.04 ..14.11.06.08.09.34.09.58.02.06.06.02.03.05.02.04.04.06.04.008.03.12.14.08
Associated precipitation
(in)
1.002.90
.35
.32
.242.791.052.991.212.392.041.441.292.135.052.45
(c)1.10
.062.261.33
.972.053.153.30
.52
.22
.42
.56
.831.801.061.21
Storm duration (days)
43221
105347521462
0122232232323123222
Antecedent precipitation
(in)
5-day
0.29
0.69.54.04.34.18.30.77
0.09.38
02.16
.78-
0.02
2.46.34.01
1.52.15.04.42.01.02.16.30.37.62.76
30-day
1.891.766.131.89
.99
.501.512.613.171.271.701.193.31
.222.771.49-
2.892.362.841.856.84A. 891.434.76
.733.78
.40
.974.711.002.27
.80
Annual runoff (in)
_---
3.281.08
.292.711.061.891.402.491.278.336.311.662.822.061.011.082.802.35
.33
.301.351.05
.413 .33
.232.111.041.311.73
a Maximum daily discharge, b Maximum daily discharge during c Seasonal snowmelt rise. Note. Diversions above station
period November 1938 to September 1939.
for irrigation of about 7,000 acres.
NEW MEXICO 195
Mora River near Golondrinas. N. Mex. (7-2165) Lat 35°53'40", long 105°07'30"j drainage area, 275 sq mi; mean annual precipitation 20.21 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 2June 23May 28May 18May 28June 1June 26Oct. 8Aug. 6Sept. 23Apr. 23Aug. 18May 16Sept. 1Sept. 1Aug. 25May 25June 18July 13July 31Aug. 22Sept. 1Aug. 6July 12July 30Aug. 4Oct. 19Aug. 7June 11
Peak discharge
(cfs)
475a400
a271,690
6431,7501,580
7761,5802,2703,680
472340378629378388
2,200606960
14,0005,250
633562431707
2,030582404
Antecedent base
discharge (cfs)
471.00
817.4
6413124.7
18326.0
8232571244
1171.5
.6157.8
.43.8
.4871812
102
Direct runoff (in)
0.04.28.004.36.30.20.14.14.10.12
1.03.08.48.03.04.10
1.16.07.05.03.20.13.05.03.004.07.15.12.08
Associated precipitation
(in)
0.372.79
.333.33
002.402.04
.551.291.915.272.45
00.75.0*
3.3500.43
3.753.153.290
.22
.461.461.472.361.341.21
Storm duration (days)
210
35
b347511362
b!8228
b43172303132322
Antecedent precipitation
(in)
5-day0
.04
.63
.30-.77
00
.38
.36
.16
.78-.01.05
2.46-.08
1.28.16.04
0.02.02
1.39.27.37.29.76
30-day^0.94
.331.392.50-
1.271.783.903.721.58
.901.48-
3.332.464.84-
3.011.981.434.751.062.82
.762.204.451.002.01
.80
Annual runoff (in)
2.53.95.27
2.26.78
1.581.081.90
.897.185.471.232.051.59
.81
.792.041.81
.24
.201.11
.83
.28
.90
.171.444.811.021.27
a Maximum daily discharge.b Seasonal snowmelt rise.Note.--Diversions above station for irrigation.
Moreno Creek at Eagle Nest. N. Mex. (7-2040) Lat 36°33'10", long 105°15'55"j drainage area. 82 sq mi; mean annual precipitation, 17.15 in.
Water year
193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Mar. 4May 4Aug. 13Sept. 2Mar. 31Apr. 15May 16Mar. 23Aug. 19May 14Apr. 23July 19May 14May 6Sept. 1May 10May 25May 11July 9May 18May 6May 28July 21May 24
Peak discharge
(cfs)
126513446
115146
7751
164130223
92161109275115
93484823
1179.45.5
58
Antecedent base
discharge (cfs)
9.63.6
.12.16.8
411622
.42877
.62518
.6141620
.3
.8521.2
.11.8
Direct runoff (in)
0.008.009.002.005.04.64.95.08.02
1.70.83.005
1.41.21
.02
.53
.16
.13
.003
.008
.38
.03
.001
.19
Associated precipitation
(in)
0.30.71
1.07.46.37aa'a
1.45
(̂a.83
(*(a !2.06
aaa.81
1.02KU.74
(a)
Storm duration (days)
21242
a!7a 46
a65
a50a!5
2a44a47
3a28a!2
a922
alOa!8
4a20
Antecedent precipitation
(in)
5 -day
0.13.12.63.01--_.20--
1.91--.86---.48.20--.38-
30 -day
1.76.83
2.603.33
.71--
2.33-
3.86--
3.90---
1.99.35--
2.46-
Annual runoff (in)
_------ ----------------
a Seasonal snowmelt rise.Note. Diversions for irrigation of about 1,200 acres above station.
770-960 O-65 14
196 NEW MEXICO
Pojoaque Creek at Pojoaque Bridge, near Nambe, N. Mex. (8-5010) Lat 55°54', long 106"01'3 drainage area, 70 sq ml} mean annual precipitation, 12.71 in.
Water year
1936 1957 1938 1939 1940 1941
Data relative to annual peak discharges
Date
Aug. 20 June 26 July 15 July 28 Sept. 28 Sept. 20
Peak discharge
(cfs)
1,480 480
4,700 900 485
1,700
Antecedent base
discharge (cfs)
0.5 2.6
.1
.2
.5 1.7
Direct runoff
(in)
0.15 .07 .24 .08 .02 .24
Associated precipitation
(in)
0.58 1.77 2.45
.86
.15 1.48
Storm duration (days)
1 2 4 5 ?b
Antecedent precipitation
(in)
5 -day
0.56 .20 .15 .42 .24 .46
30-day
5.75 5.16 1.10 1.52 2.79 1.55
Annual runoff (in)
2.14 1.54 1.58 1.18 6.51
Note. Several diversions above station for irrigation.
Ponil Creek near Cimarron, N. Mex. (7-2075) Lat 36°54'55", long 104°56'55"jc
Wateryear
1951195219551954195519561957195819591960
rainape area 171 sa mi: mean annual precipitation. 17.55 in.Data relative to annual peak discharges
Date
Aug. 1Aug. 22May 28July 11July 20Aug. 19Aug. 9Aug. 16June 50AUK. 9
Peakdischarge
(cfs)
a86226388752
1,0801,1401,5301,1602,040
418
Antecedentbase
discharge(cfs)
1.81.19.802.50
121.55.11.5
Directrunoff(in)
0.01.01.01.01.01.02.05.05.02.01
Associatedprecipitation
(in)
0.681.291.49
.151.511.15
.991.16
.55
.74
Stormduration(days)
5222121211
Antecedentprecipitation
(in)
5-day
0.47.25
0.56.10.06.57.04
0.54
30-day
1.681.99
.741.171.441.97 '2.611.515.433.04
Annualrunoff(in)
_0.86
.15
.14
.96
.15
.841.88
.50
.54a Maximum during period May to September 1951.Note. Diversions for irrigation of about 100 acres above station.
Red River at mouth, near Questa, N. Mex. (8-2670) Lat 36°39'00',' long 105°41'30'e
Wateryear
1951195219551954195519561957195819591960
ralnage area,. 190 sa mis mean annual precipitation. 17.31 in.Data relative to annual peak discharges
Date
July 30Jan. 18July 5Aug. 25May 25June 28Aug. 2May 19June 14Sept. 9
Peakdischarge
(cfs)
a220647360188551476547525597330
Antecedentbase
discharge(cfs)
54589558
11856
114467
8853
Directrunoff(in)
0.02.05.005.01
b.76.009.01.01.01.006
Associatedprecipitation
(in)
0.29.54.25.17-.54.54.28.27.48
Stormduration(days)
3221
b!711122
Antecedentprecipitation
(in)
5-day
0.24.49
0.28-.06.37.22
0.25
30 -day
0.941.10
.961.80-.49
2.88.75
1.58.88
Annualrunoff(in)
_8.505.445.145.594.077.517.984.565.68
a Maximum during period December 1950 ;o 'September 1951.b'Seasonal snowmelt rise.Note. Diversions for irrigation of about 5,000 acres above station.
Rio Aqua Negro near Holman, N. Mex. (7-2145) Lat 36°22', long 105°06'j drainage area, 62 sq mi; mean annual precipitation 19.79 in.
Water year
1955 1954 1955 1956 1957 1958 1959 1960
Data relative to annual peak discharges
Date
May 28 July 22 Aug. 8 July 50 July 14 June 6 July 26 Aug. 5
Peak discharge
(cfs)
92 4,700
514 5,000 2,080 3,880
254 70
Antecedent base
discharge (cfs)
26 3.1 3.7 1 6.4
76 .5
7.6
Direct runoff (in)
0.03.11 .01 .08 .06 .18 .02 .004
Associated precipitation
(in)
0.91 .11 .45
1.13 .97
2.62 .87 .09
Storm duration (days)
1 2 11 5 2 1 2
Antecedent precipitation
(in)
5 -day0
.28
.55
.59
.67 0
.14
.55
30-day1.98 2.60 2.55 1.54
.67
.70
.80 5.55
Annual runoff (in)
0.81 1.55
.60 5.59 8.51 1.34 1.94
NEW MEXICO 197
Rio Bonito at Hondo, N. Hex. (8-3895) Lat 33°23'20", long 105°16'3Q"j drainagea
Wateryear
1931 -193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
rea. 295 sa mi: mean annual preciDitation. 15.97 in.Data relative to annual peak discharges
Date
Sept. 17June 22July 23Aug. 28Aug. 31July 7May 31July 1Sept. 16July 18Sept. 28July 1July 18Sept. 25July 15Sept. 11July ITJune 1Sept. 10July 6July 31Aug. 3July 12Aug. 9Sept. 25
Peakdischarge
(cfs)
5,0003,2001,1004,7901,6704,810 '8,0601,750
5201,380
11,0001,4201,4201,1603,1006,180
8307,1003,4404,5302,1306,5201,5606,5005,380
Antecedentbase
discharge(cfs)
0_
1.70007.90001.800207.601.15.20
.300
.83.6
Directrunoff
(in)
0.04 .03.10.06.10.37.02.01.02
1.12.05.04.02.02.07.01.12.10.09.07.05.02.04.14
Associatedprecipitation
(in)
1.78 .35
1.872.512.723.533.003.001.394.401.591.031.48
.50
.79
.942.611.882.331.061.06
.75
.541.65
Stormduration(days) 2~
23725652439324234271222
Antecedentprecipitation
(in)
5-day0.74 .03.41.67.02.47
1.05.13.02.42
0.04
0.10.79.06.64.01.86.38.01.52.42.15
30 -day1.52-.99
1.041.761.47
.641.55
.16
.985.641.082.511.13
.182.18
.451.752.211.782.223.081.792.441.09
Annualrunoff
(in)
0.47 ..41.38.17.18.31.90.18.08.10
2.62 2.52
.23
.15
.07
.24
.07
.26
.72
.41
.15
.20
.09
.16
.41
Rio Guadalupe near Jemez Springs. N. Mex. (8-5255) Lat 35°42'00" long 106°46'00'J c ralnage area. 230 sq mi: mean annual precipitation. 21.02 in.
Water year
1939 1940 1941 1942 1950
Data relative to annual peak discharges
Date
Apr. 4 AUK. 22 May 13 Apr. 23 Sept. 19
Peak discharge
(cfs)
967 330
3,190 1,100
555
Antecedent base
discharge (cfs)
78 8
212 330
4.5
Direct runoff
(in)
aO.14 .02
5.50 a. 23 (0)
Associated precipitation
(in)
1.50 3.12
(b) 1.55 1.01
Storm duration (days)
2 6
b34 3 1
Antecedent precipitation
(in)
5-day0
.33
.89 0
30-day0.76 2.76
1.54.56
Annual runoff (in)
1.67 10.84 5.94
.86a Includes snowmelt. b Seasonal snowmelt rise. e 0.005 Inches. Note.--Diversions above station for irrigation and sawmill operation.
Rio Nambe near Nambe. N. Mex. (8-2950) Lat 35°52', long 105°57'j drainage ---- 3B.P an ml; mean annual prep.1 pltatlon. 20.67 in.
Wateryear
1933193419351936193719381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
May 17Aug. 24AUK. 23Sept. 22May 30July 15July 26Aug. 1Sept. 20Sept. 3June 29July 4May 8Aug. 3Aug. 22June 19July 21July 31Aug. 25
Peakdischarge
(cfs)
5636
878450
80775169
84-
23132
11268
32246
205684293263
Antecedentbase
discharge(cfs)
10.02.2
1012285.22.34.98.13.84.7
18243.17.1
2311
.33.3
Directrunoff
(in)
0.28.02.05.03.85.04.05.01.10.05.02.13
2.43.03.02.02.13.04.03
Associatedprecipitation
(in)
(a)0.34
.88
.51(a)-
1.11.55
1.551.27
.763.02
(a).66.86.45
1.98.83
1.13
Stormduration(days)
a!3342
a!9-
412557
a51231421
Antecedentprecipitation
(in)
5-day-
0.81.34
1.79--.75.61.44.10
0.13-.09
1.520
.13
.28
.53
30 -day-
3.182.953.96--
2.311.962.482.861.09
.92-
3.442.311.532.953.913.05
Annualrunoff
(in)
2.841.775.823.505.012.973.303.63
10.539.012.614.114.912.142.443.683.851.331.19
Seasonal snowmelt rise. Note. Nambe Canal diverts
200 acres below station.water 1,000 feet upstream for irrigation of about
198 NEW MEXICO
Wateryear
194619471948194919501951
Data relative to annual peak discharges
Date
Aug. 2Aug. 26Sept. 25June 11Sept. 19July 25
Peakdischarge
(cfs)
2,4402,100
581904
1,0702,000
Antecedentbase
discharge(cfs)
000000
Directrunoff
(in)
0.07.05.03.01.05.04
Associatedprecipitation
(in)
1.72.97.92.43.90.53
Stormduration
432423
Antecedentprecipitation
(in
5 -day
0.49.47
0.01.09.08
30-day
2.374.28
.35
.85
.50'
.37
Annualrunoff(in)
0.27.38.44.37.08.14
Note. Diversions above station for irrigation.
Rio Puerco near Cabezon. N. Mex. (8-3330) Lat 35°42'10", long 107°00'40"j drainage area, 360 sq mij mean annual precipitation, 7.38 in.
Water year
1944 19451946 1947 1948 1949
19501951
Data relative to annual peak discharges
Date
July 21 Oct. 16Aug. 2 Aug. 25 Feb. 20 June 10Aug. 6 Sept. 24 Oct. 1
Peak discharge
(cfs)
4,190 1,1703,250 3,070
570 1,3401,340
850 284
Antecedentbase
discharge (cfs)
0 00 0 0 00 0 0
Direct runoff (in)
0.01 .05.08 .04 .05 .08.03 .02 .01
Associated precipitation
(in)
1.43 .83
2.19 .98 (a) .44.54 .73 .43
Storm duration (days)
4 25 4
a21 41 31
Antecedentprecipitation
(in)
5 -day
0.19 .28.14 .43
.01
.31
.86
.09
30-day
1.14 1.071.87 4.16
.853.00 1.36 1.95
Annual runoff (in)
0.39 .66.28 .29 .34
1.431.43
.05
a Seasonal snowmelt rise.Note. Diversions above station for irrigation.
Rio Ruidoso at Hondo. N. Mex. (8-3880) Lat 33°23'00", long 105°16'30 M 3 drainage area.. 290 sa mi; mean annual precipitation, 16.78 in.
Water year
1931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Oct. 11June 22July 23May 27Au£. 18Sept. 27May 31Sept. 6Sept. 16July 18Sept. 29Aug. 29July 9June 23Aug. 9Sept. 11Oct. 9June 1July 13Sept. 24July 10July 13July 12June 29July 28
Peak discharge
(cfs)
9161,0401,140
195916127
4,6302,230
4401,730
12,4001,330
4451,290
33495330
2,940730
4,060620600
5,440523
3.640Note. Diversions for
Antecedent base
discharge (cfs)
9.0.6
2.7107.7
.9
.4
.9425
51141.5
.8234.631.2
12.2
23.31
15
Direct runoff (in)
0.01.01.02.01.02.03-.19.02.02.98.03.005.01
0.02.01.06.03.06.01.05.04.01.10
Associated precipitation
(in)
0.34.60.45.78.73
3.25-
2.923.091.553.82
.67
.191.77
.301.10
.312.141.621.24
.591.90
.98
.561.52
Storm duration (days)
522423 351214123136338263
Antecedent precipitation
(in)
5 -day
0.8900
.36
.06
.43 .09.07.18
1.881.56
.24
.01
.03
.85
.04
.62
.171.36
.03
.98
.17
.061.42
Irrigation of about 1,700 acres above stati
30-day
1.28.05
2.46.50
3.122.38 .92
1.041.315.256.154.69
.612.044.482.431.781.873.20
.202.181.86
.104.83
Annual runoff (in)
1.36.90.76.21.36.36
1.55.74.58.46
5.023.29
.83
.64
.38
.26
.22
.30
.96
.65
.16
.34
.26
.12 .45
on.
NEW MEXICO 199
Rio Tularosa near Bent. N. Mex. (8-4815) Lat 33°08'45". long; 105°53'50"!d
Wateryear
1948194919501951195219531954195519561957195819591960
rainase area. 120 sq mi; mean annual precipitation, 19.45 in.Data relative to annual peak discharges
Date
Aug. 3Sept. 21July 12July 31Oct. 31July 12July 23Aug. 19Aug. 2Aug. 31Sept. 23July 8AUK. 29
Peakdischarge
(cfs)
a304948
2,360183154195180286246344185173543
Antecedentbase
discharge(cfs)
114
175.19.37.27.46.64.9
174.03.53.9
Directrunoff(in)
0.01.02.02.01.006.005.005.008.01.02.008.003.006
Associatedprecipitation
(in)
1.25.14.61
1.30.84.28.59.97
2.531.88
.58
.55
.52
Stormduration(days)
4115212141111
Antecedentprecipitation
(in
5 -day
0.301.202.09
.66
.77
.17
.38
.571.531.70
.71
.20
.99
30 -day
3.133.373.693.231.351.752.747.302.734.573.251.552.41
Annualrunoff(in)
_1.381.381.281.161.22
.981.14
.981.02
.93
.96
.98a Maximum during period January to September 1948.
Rio Tularosa near Tularosa. N. Mex. (8-4820) Lat 35°05'35", long 105°58'35";
Wateryear
1939194019411942194319441945194619471948
Data relative to annual peak discharges
Date
July 26July 23Sept. 28Aug. 7July 25Aug. 5Aug. 15July 10Aug. 23Oct. 13
Peakdischarge
(cfs)
4,7701,9801,7402,9401,260
6401,8607,5302,620a448
Antecedentbase
discharge(cfs)
6101515161310161912
Directrunoff
(in)
0.12.02.15.05.01.004.02.07.02.007
Associatedprecipitation
(in)
2.50.42
5.081.25
.41
.30
.751.33
.67
.45
Stormduration(days)
4121112211
Antecedentprecipitation
(in)
5 -day
0.96.49.02
1.581.76
.31
.891.46
.940
30-day
2.631.843.093.326.423.153.264.052.45
.04
Annualrunoff
(in)
1.271.141.611.841.631.651.531.611.43-
a Maximum during period from October to December 1947. Note. Diversions above station for irrigation.
Tesuque Creek above diversions, near Santa Fe, N. Mex. (8-3025) Lat 35°44', 'long 105"54 t ; drainage area, 11 sq ml? mean annual precipitation, 17.46 in.
Wateryear
1936193719381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Sept. 7Sept. 30July 19Oct. 8Aug..- 1May 14Apr. 23Aug. 4Aug. 8May 13Aug. 13Aug. 19June 19July 10Sept. 18Aug. 25
Peakdischarge
(cfs)
a37044
425515260
106572327
26323
181174226
8.8
Antecedentbase
discharge(cfs)
1.21.11.5
11
257.4
.83.662.7
.74.92.6
.1
.9
Directrunoff
(in)
0.04.01.02.07.004
6.132.72
.004
.012.55
.02
.03
.02
.06
.01
.01
Associatedprecipitation
(in)
0.68.78.96
1.76.47(bW.44.76(b).90
2.511.192.30
.791.32
Stormduration(days)
11221
b37b27
32
b47161521
Antecedentprecipitation
(in)
5 -day
0.0101.25
.07
.59--.21.75-.23.24.14.08
0.87
30-day
1.632.212.452.101.59--
1.531.95-
4.621.142.573.06
.474.68
Annualrunoff
(in)
4.622.433.603.74
10.019.622.314.084.961.892.383.434.36
.91
.95
a Maximum during period March to September 1936.b Seasonal snowmelt peak.Note. Flow from small tributary spring diverted upstream from station.
200 NEW YORK
Albright Creek at East Homer, N. Y. (IB-5085) Lat 42°40'10", long 76°06'15' drainage area, 7.08 sq mi; mean annual precipitation, 40.02 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Apr. 8Dec. 28Dec. 24Dec . 30June 24Mar. 16Mar. 9June 3Mar. 19Nov. 20Apr. 4Mar. 30Mar. 11Mar. 24Feb. 17Mar. 11Apr. 4June 13Apr. 6Apr. 2Mar. 31
Peak discharge
(cfs)
a328550363374640527553317787469484507531208305370708653548184315300
Antecedent base
discharge (cfs)
20.027.012.23.24.8
10.224.411.420.69.74.9
27.514.84.2
15.84.2
20.59.22.02
18.023.24.5
Direct runoff
(in)
bl.08c4.591.881.012.98
.94C2.79C2.601.61
c3.18.79
C2.08c2.28
.80
.491.663.115.22
.473.272.092.73
Associated precipitation
(in)
0.711.681.991.755.211.51
.181.312.651.651.201.101.72
.921.512.071.361.412.941.12
.90
.76
Storm duration (days)
1533312322 '
234212571242
Antecedent precipitation
(in)
5-day1.13
.92
.070
.061.45
.15
.752.88
.22
.28
.42
.20
.11
.38
.10.72.60.29
0.19.19
30 -day3.333.302.761.851.804.002.642.946.292.332.723.622.442.091.602.044.915.414.062.213.001.24
Annual runoff (in)
_23.6519.3619.7133.0423.0226.3227.3633.4221.4919.7324.4524.5820.3718.6118.3021.3728.8521.9224.1718.9027.04
a Maximum during period November to September.b Runoff probably increased by ice and/or snowmelt.c Runoff increased by ice and/or snowmelt.
NEW YORK 201
Beaver Kill at Cooks Falls, N. Y. (IB-4205) Lat 41°56'50", long 74°58'45"; drainage area, 241 sq ml; mean annual precipitation, 50.49 in.
Water year
19141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 28Feb. 25July 26Mar. 28Oct. 30July 22Mar. 13Mar. 9Nov. 28Apr. 6Sept. 30Oct. 1Nov. 16Nov. 16
Dec. 8Mar. 15June 10July 11Apr. 1Aug . 24Sept. 29Dec. 1Mar. 18Feb. 22Aug. 11Dec. 6Mar. 31Dec. 29Sept. 27Dec . 30Nov. 9July 19Mar. 9Apr. 5Mar. 22Dec. 30Apr. 4Mar. 31Apr. 5Dec. 11Dec. 7Aug. 19Oct. 16Jan. 23Dec. 21Apr. 2Nov. 28
Peak discharge
(cfs)
7,7706,2405,8807,8709,7003,720
d5,0005,5307,7407,480
13,40010,4004,730
14,6007,5606,3404,1305,0604,130
19,0004,580
11,00021,30015,30019 , 6009,040
11,5007,010
20,30010,20010,9009,1409,6509,000
15,10016,3008,870
31,60011,60017,7006,600
14 , 30012,3005,210
28,90010,90014,200
Antecedent base
discharge (cfs)
720645293530470
86750385830880
9393
750610840322202150335
83451710540444420354205399213195364285390530250220
1,410630840466260197669185399850824
Direct runoff
(in)
a2.97cl.51
.98al.821.621.181.10
a2.261.89
a2.393.663.70
cl.821.81
cl.36a2.52
.791.14
al.042.77
.911.83
a4.431.431.84
cl.86a2.70C2.043.032.071.441.82
a2.55a2.28a4.313.69
a2.60a4.541.632.441.222.412.29
.703.212.082.19
Associated precipitation
(in)
1.621.082.31
.542.531.841.27
.983.46
.754.354.351.602.66
.85
.911.903.04
.704.921.721.883.361.762.321.612.271.345.893.952.732.711.531.481.515.59
.943.691.903.402.385.064.311.054.091.413.60
Storm duration (days)
2312142321114112212322312223231212333221I121121
Antecedent precipitation
(in)
5 -day000
.291.59
.90
.89
.47
.52
.0100
.82
.25
.800
.811.512.16
.82
.24
.631.060
.630
.18
.030
.38
.493.33
.02
.43
.94
.02
.46
.21
.77
.67
.114.96
.090
.14
.531.21
30-day1.923.373.752.625.084.273.304.023.602.043.113.113.844.265.672.603.434.394.055.094.852.791.973.548.413.982.992.544.052.206.466.852.742.443.342.753.873.083.905.042.206.376.032.113.652.904.88
Annual runoff (in)
(b)30.1435.5334.4826.7428.3735.5333.3036.0825.6733.4426.9230.4338.8552.8528.2524.2226.3225.5533.6524.1329.7131.8435.0343.1127.5432.1020.1929.3039.5721.2439.1431.4234.3030.3629.2732.7236.3040.2234.4225.6030.3436.3423.7631.2427.0744.20
a Runoff increased by Ice and/or snowmelt.b Runoff In inches not computed because of no discharge records during period
of ice effect Jan. 5 to Mar. 25, 1914. .c Runoff probably increased by ice and/or snowmelt.d Maximum daily discharge.Note. No rainfall station within 16.5 miles of center of drainage area prior
to~19T2.
202 NEW YORK
Beaver Kill at Craigie Glair, N. Y. (IB-4185) Lat 41°57 drainage area, 82 sq mi; mean annual precipitation, 50.
"45", long 74°52'00" 25 in.
Water year
19371938193S194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 15Aug. 11Dec. 6Mar. 31Dec . 29Sept. 27Dec. 30Nov. 9July 19Mar. 9Apr. 6Mar. 22Dec. 30Apr. 4Nov. 25Nov. 7Dec. 11Dec. 7Aug. 19Oct. 16Jan. 23Dec. 21Apr. 2Nov. 28
Peak discharge
(cfs)
a2,6409,3503,9104,4802,670
10,3004,7505,1204,0004,0503,3106,9405,0103,450
10,1005,3106,1903,3505,1803,6802,1109,7104,0205,830
Antecedent base
discharge (cfs)
111170135
64140
8770
1238181
2009896
295123280165127
71227
70149295298
Direct runoff (in)
1.402.59
bl.99b2.60b2.023.872.541.662.34
C2.91c2.38b5.65
3.47C3.093.081.562.731.422.211.93
.823.581.922.31
Associated precipitation
(in)
2.082.321.-612.271/346.514.513.043.201.721.592.265.79
.903.751.653.742.805.083.701.154.041.683.82
Storm duration (days)
222232413223331121221221
Antecedent precipitation
(in)
5 -day0.02
.630
.18
.03
.01
.46
.463.24
.17
.47
.99
.04
.011.612.38
.69
.123.76
.020
.17
.641.02
30 -day1.968.413.982.992.544.732.576.657.713.832.933.932.764.223.897.334.772.875.615.402.383.302.144.58
Annual runoff (in)
-48.7028.9235.0121.3832.6842.5722.2440.2833.2135.7531.2629.8835.4238.2842.8234.8928.7931.7336.6225.4832.9427.0745.98
a Maximum during period May 1 to Sept. 30, 1937. b Runoff probably increased by ice and/or snowmelt. c Runoff increased by ice and/or snowmelt.Note. No rainfall station within 18 miles from center of drainage
area prior to 1942.
Beaver Swamp Brook near Harrison, N. Y. (lB-3005) Lat 40°57'30", long75 45'00 , drainage area, 4.71 sq mi; mean annual precipitation, 48.17 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 15Aug. 6May 27Apr. 5Aug. 12Dec. 31Aug . 20Mar. 31June 1Mar. 13Sept. 11Aug. 19Oct. 16Oct. 31Feb. 28Jan. 2Sept. 12
Peakdischarge
(cfs)
14088
1379396
11429.8
130141140
9686
156104109
81111
Antecedentbase
discharge(cfs)
0.12.14.66.0
.52.0
.27.08.85.51.24.362.56
.7510.02.391.20
Directrunoff
(in)
1.76.88
1.30.78.34
1.48.18
1.641.791.86
.87
.862.861.08
.965
.461.06
Associatedprecipitation
(in)
9.672.746.182.132.644.302.774.533.564.104.793.148.204.562.401.614.33
Stormduration(days)
32212311211132111
Antecedentprecipitation
(in)
5 -day
0.17.81
1.58.48
0.05.20
2.74.08.40
6.47000
.32
.03
30-day
2.706.147.043.144.462.711.904.335.853.444.21
10.285.421.631.941.385.15
Annualrunoff(in)
_22.4420.1813.8617.7316.748.05
20.1226.6822.1514.3117.4022.3115.6322.3112.7119.41
NEW YORK 203
Bennett Creek at Canlsteo. N. Y. (IB-5250) Lat 42°15'55", long 77°35 drainage area, 95.6 sq mi; mean annual precipitation, 36.40 in.
"45";
Wateryear
1938193919401941194219431944194519461947
Data relative to annual peak discharges
Date
Sept. 23Peb . 20Mar. 31Apr. 5Mar. 9Dec . 30June 23May 17May 27June 3
Peakdischarge
(cfs)
al925,4806,7006,2806,0904,8304,2609,460
10,0007,960
Antecedentbase
discharge(cfs)
10200
54131
214951
23448
144
Directrunoff(in)
0.07bl.46c2.56cl.611.501.90
.521.092.601.00
Associatedprecipitation
(in)
1.57.60.43
1.341.682.651.871.974.192.38
Stormduration(days)
5111432222
Antecedentprecipitation
(in)
5-day0.88
.87
.25
.08
.08
.031.74
.77
.20
.78
30-day3.903.002.541.972.141.783.764.732.595.24
Annualrunoff(in)
_9.81
16.7710.8414.6821.029.81
20.2718.8918.68
a Maximum during period June to September.b Runoff probably increased by ice and/or snowmelt.c Runoff increased by ice and/or snowmelt.
Canaeadea Creek near Hornell, N. Y. l/(lB-5255) Lat 42°19'50", long77"40"00"; drainage area, 58.7 sq mi; mean annual precipitation, 55.55 in.
Wateryear
192519261927192819291938193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
Peb. 11Sept. 24May 23Nov. 30Apr. 21Sept. 22Peb. 20Mar. 31Apr. 5Mar. 17May 26Mar. 16May 17May 27June 3Mar. 22Peb. 15Mar. 28
Peakdischarge
(cfs)
al,100c449
3,7304,610
dl,500f520
3,0604,7803,8806,6006,9703,3909,4305,2706,9004,3301,2603,420
Antecedentbase
discharge(cfs)
107.3
-48729215.4764491
1368190952170662285
Directrunoff
(in)
bl.64.48
1.311.35
el. 66.20
bl.54b2.34bl.39bl.56
1.10bl.34
1.152.041.00
e2.50b.73
b2.40
Associatedprecipitation
(in)
1.092.693.152.821.581.32
.91
.691.171.202.061.271.963.932.012.53
.53
.67
Stormduration(days)
224223411112221332
Antecedentprecipitation
(in)
5 -day00
.351.921.65
.48
.85
.23
.101.191.16
.151.19
.171.03
.88
.011.42
30-day3.382.773.797.105.324.182.992.561.693.536.332.074.862.846.062.541.913.30
Annualrunoff(in)
--
15.9016.5613.13
-11.0215.0910.8912.5619.5210.3918.0217.0917.4214.1910.2015.39
Maximum daily discharge during period November to September.b Runoff increased by ice and/or snowmelt.c Maximum daily discharge during January and April to September.d Maximum daily discharge (estimated).e Runoff probably increased by ice and/or snowmelt.f Maximum discharge during period July to September.Note. Peak flows regulated by Almond Flood-Control Reservoir after Mar. 28,
19507~I/ Records for water years 1925-29, 1938-40, 1943-44, obtained at site 1.1
miles downstream published as "at Hornell"; drainage area, 59.3 sq mi.
204 NEW YORK
Canasawacta Creek near South Plymouth, N. Y. (lB-5055) Lat 42°33'50", long75°33'10"; drainage area, 58.3 sq mij mean annual precipitation, 39.47 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative .to annual peak discharges
Date
Sept. 18Oct. 2May 25Mar. 17June 25Sept. 1Mar. 31Mar. 11Dec. 11Feb. 17Mar. 11Apr. 4Jan. 23Dec. 21Jan. 22Nov. 28
Peakdischarge
(cfs)
a5,9102,8902,8603,4601,5404,1202,3002,3602,7001,0801,6003,3502,5801,7805,2003,060
Antecedentbase
discharge{cfs)
8260
180501126
17945
11840
215106
40604281
Directrunoff
(in)
1.481.37
.68b2.03
.331.08
bl.911.301.45
.801.303.331.031.342.271.17
Associatedprecipitation
(in)
1.922.251.06
.642.273.681.261.532.271.33
.571.70
.761.392.072.35
Stormduration(days)
1212223222461221
Antecedentprecipitation
(in)
5 -day0.86
.911.40
.631.94
.400
.111.18
.021.01
.23
.01
.15
.51
.26
30 -day6.202.355.492.442.283.792.762.233.431.714.845.492.212.071.214.72
Annualrunoff
(in)
-26.3927.8522.9521. -5028.8228.4327.2422.3916.4220.2330.3218.3627.9419.7931.30
a Maximum during period Sept. 15-30.b Runoff increased by ice and/or snowmelt.
NEW YORK 205
Canaseraga Creek near Dansvllle, N. Y. (4-2250) Lat 42°33'40", long 77"42'55 ; drainage area, 155 sq ml; mean annual precipitation, 55.95 In.
Water year
1911191219161917191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 15Mar. 29May 16June 11May 22July 24Mar. 9Sept. 4Mar. 4Sept. 30Feb. 11Apr. 8May 24Nov. 30Apr. 21Mar. 17May 13May 9Mar. 14Mar. 4July 8Mar. 25June 21Mar. 5Feb. 20July 23Apr. 5Mar. 17May 26Mar. 16May 17June 1Apr. 5Mar. 19Feb. 15Mar. 28Mar. 30Mar. 11Mar. 24Apr. 27Mar. 1Mar. 7Apr. 6Apr. 6Jan. 22Mar. 30
Peak discharge
(cfs)
al,520c2,8206,6002,3806,5403,9501,2703,5003,5701,8303,2402,1002,6006,9006,1501,8502,4003,3503,160
e2,0008,3904,2402,8304,4204,8609,1105,8608,4007,5604,4906,3704,2604,9106,3501,6807,1706,1503,6303,7905,2403,9904,5002,9702,9106,000
Antecedent base
discharge (cfs)
208245129182240
49123
48553746
180122280290400132
88130
2828
700255150228
43252290376
74288166235
8882
253279110121166203448150
1,05060
5,170 | 72
Direct runoff
(in)
bl.58bl.12
1.491.151.76
.79bl.05
.27dl.42
.43bl.68
.711.192.75
bl.64.48.45
1.04.94
bl.OO2.07
bl.42.32
b.65bl.20
.33b2.08b2.23
.67
.94
.55
.67bl.14
1.41b.53
b2.08.80
b.72.81.70.84
1.73.60.69.87
2.58
Associated precipitation
(in)
0.54.78
3.90.68
4.262.87
.871.5003.50
.74
.912.943.921.38
.621.163.34
.98
.666.98
.34
.64
.63
.911.841.802.161.861.281.611.741.131.78
.38
.431.33
.501.901.471.102.291.511.12
.92
.36
Storm duration (days)
31314141
(d)2214522442333114153123123211112223221
Antecedent precipitation
(in)
5 -day
0.05.29
01.41
.501.14
.060
.3000
.22
.13
.691.25
.01
.69
.05
.96
.52
.671.70
.80
.12
.69
.49
.04
.611.09
.03
.981.73
.75
.31
.021.44
.11
.28
.15
.51.48.18.32
0.68
0
30 -day
2.931.814.324.174.722.661.374.60
.993.393.921.523.105.584.973.532.631.461.871.593.605.254.862.542.793.992.712.736.071.664.493.931.511.451.713.072.841.681.343.591.622.731.531.571.20
.88
Annual runoff (in)
11.9516.4424.67
-12.36
-9.67
14.5211.2712.189.94
12.2415.7120.1417.5113.408.88
12.289.767.52
13.2214.7912.8210.9013.0313.8711.7813.1218.7510.7418.0814.4919.3612.028.34
12.1319.5413.6912.5010.87
8.8719.7314.2710.6913.0619.13
a Maximum daily discharge during periods October, November, and March to September.
b Runoff increased by ice and/or snowmelt.c Maximum daily discharge during periods October to December and April to
September.d Snowmelt runoff; no associated precipitation.e Maximum daily discharge.
206 NEW YORK
Cazenovla Creek at Ebenezer, N. Y. (4-2155) Lat 42°49'45", long 78°46'40"; drainage area, 136 sq mi; mean annual precipitation, 41.45 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 25Apr. 5Mar. 17Apr. 28June 24Mar. 3Oct. 2Apr. 5Feb. 19Jan. 5Mar. 27Jan. 4Mar. 11May 26Mar. 25Mar. 1Mar. 7Jan. 22June 13Jan. 22Mar. 30
Peak discharge
(cfs)
al,9606,820
11,2006,6208,4905,0709,5309,2105,2204,7706,4807,3306,5107,1105,570
13,50013,00012,1004,610
12,6007,160
Antecedent base
discharge (cfs)
20181335158
65270
56230
72135190100170
9915721072992
208165
66
Direct runoff (in)
0.29bl.84b2.98
.961.27
bl.431.86
b2.49bl.54b.89
b2.39C2.49cl.62
.97
.87b2.92
3.313.52
.662.553.43
Associated precipitation
(in)
1.171.57
.621.762.57
.453.871.33
.04.59.82
1.201.433.12
.962.732.972.291.101.96
.08
Storm duration (days)
113222421232412232222
Antecedent precipitation
(in)
5 -day0.54
.14
.911.241.19
.782.07
.72
.08
.721.020
.67
.49
.78
.30
.11
.992.061.17
.22
30 -day2.981.293,593.913.873.474.882.432.443.283.723.352.554.692.691.943.343.714.562.481.46
Annual runoff (in)
-18.7920.4629.1918.1118.7920.2528.9220.5216.4118.6226.8121.1917.6519.9822.9431.6525.6720.6223.1623.57
a Maximum during period July to September, b Runoff increased by ice and/or snowmelt. c Runoff probably increased by ice and/or snowmelt.
Charlotte Creek at Davenport, N. Y. (IB-4980) Published as "at Davenport Center" prior to 1957.Lat 42"26"40", long 74"57'50", drainage area, 167 sq mi, 163 sq mi prior to 1957; mean annual runoff, 42.53 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 22Feb. 20Mar. 31Dec. 29Mar. 17Dec . 30Mar. 17Mar. 4Mar. 9Apr. 5Mar. 22Dec . 30Mar. 28Nov. 26Apr. 2Dec. 11Feb. 17Mar. 11Oct. 16Jan . 23Apr. 17Jan. 22Apr. 4
Peak discharge
(cfs)
14,0005,1905,9302,2106,1805,1904,6402,8503,5004,2504,5404,6205,0004,9502,9003,6703,8702,9405,9302,7903,2706,5709,840
Antecedent base
discharge (cfs)
78280116214373104165485135412170
74248
78587
64145491113112
1,16094
1,920
Direct runoff
(in)
2.88al.40b2.76
.881.492.10
bl.21bl.19b2.46bl.96b2.62
1.71bl.75
1.21.83.95
al.35.80
2.12.51
3.551.502.45
Associated precipitation
(in)
5.48.99
1.771.511.653.90
.98
.481.251.611.083.92
.062.291.073.201.23
.175.10
.571.451.452.67
Storm duration (days)
34221422353321121121
1012
Antecedent precipitation
(in)
5 -day
0.971.22
.28
.05
.70
.19
.17
.671.34
.28
.48
.04
.57
.88
.03
.500
.18001.21
.76
.83
30 -day
3.513.963.682.252.701.921.702.763.142.842.741.432.632.442.612.412.143.703.781.803.811.341.61
Annual runoff (in)
_20.0421.2514.7218.0229.2916.0925.8725.6321.3219.4217.1521.7022.9524.0019.3119.9323.6729.4816.5722.9218.6727.95
a Runoff probably increased by ice and/or snowmelt. b Runoff increased by ice and/or snowmelt. Note.--No rainfall station within 15 miles from center of drainage area for 1938
and 1939.
HEW YORK 207
Cherry Valley Creek at Westvllle, N. Y. (IB-4970) Lat 42°38'00", long 74°52'55"; drainage area, 81.5 sq ml; mean annual precipitation, 41.18 In.
Water year
1950 1951 1958 1939 1940 1941
Data relative to annual peak discharges
Date
Mar. 19 Apr. 11 Sept. 22 Feb. 21 Apr. 1 Dec. 50
Peak discharge
(cfs)
a952 1,780 4,470 2,620 2,970
cl,550
Antecedent base
discharge (cfs)
245 290
24 112
64 118
Direct runoff
(in)
0.58 bl.68
5.25 bl.75 b2.70
1.55
Associated precipitation
(in)
0.71 1.44 5.51 1.02 1.79 2.08
Storm duration (days)
2 5 5 4 2 5
Antecedent precipitation
(in)
5-day0.11
.50 1.54 1.15
.21
.04
30 -day2.91 2.08 5.59 5.82 4.21 2.96
Annual runoff
(in)
21.59 21.27
a Maximum during period February to September, b Runoff increased by ice and/or snowmelt. c Maximum during period October to June.
Cohocton River at Avoca. N. Y. (IB-5275) Lat 42°23'50", long 77°25'10"j drainage area, 157 sq mi; mean annual precipitation, 55.97 In.
Water year
1958 1959 1940 1941 1942 1945 1944 1945
Data relative to annual peak discharges
Date
Sept. 15 Feb. 20 Mar. 51 Apr. 5 Mar. 17 May 26 Mar. 16 Mar. 22
Peak discharge
(cfs)
al,190 5,560 5,500 5,590 5,880 5,200 2,250 2,450
Antecedent base
discharge (cfs)
25 155 148 510 470 400 141 590
Direct runoff
(in)
0.29 bl.28 cl.58 bl.52
1.54 .67 .71 .74
Associated precipitation
(in)
5.55 1.07
.40 1.79 1.58 2.08 1.27 1.71
Storm duration (days)
5 5 2 21 1 2 2
Antecedent precipitation
(in)
5 -day0.64
.71
.29
.08 1.55 1.17
.04
.55
30 -day1.19 5.02 2.28 1.50 5.84 6.85 1.95 1.84
Annual runoff (in)
15.05 16.20 12.19 14.51 21.18 12.70 19.49
a Maximum during period June to September, b Runoff probably increased by ice and/or snowmelt. c Runoff increased by ice and/or snowmelt.Note. Diurnal fluctuation at low and medium flow caused by gravel
above station.plant
Cohocton River at Cohocton, N. Y. (IB-5270) Lat 42°30'00", long 77°30'00"; drainage area, 55.5 sq mi; mean annual precipitation, 55.15 in.
Wateryear
1951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 1Mar. 15July 1Apr. 29Mar. 1Mar. 8May 22Apr. 7Apr. 3Apr. 1
Peakdischarge
(cfs)
444555527225456841282732455885
Antecedentbase
discharge(cfs)
10055188174
12586
356129
53
Directrunoff
(in)
0.78.67.12.27.63
1.63.45.76.68
2.73
Associatedprecipitation
(in)
1.92.80
1.681.431.322.792.161.21
.49
.44
Stormduration(days)
2412243322
Antecedentprecipitation
(in)
5 -day0.06
.01
.18
.56
.56
.20
.910
.250
30 -day2.561.592.585.511.602.933.281.822.26
.98
Annualrunoff
(in)
19.7413.8712.5910.859.66
20.7813.2913.4912.2819.80
208 NEW YORK
Cold Spring Brook at China, N. Y. (IB-4255) Lat 42°09'35", long 75°23'35"; drainage area, 1.51 sq mi; mean annual precipitation, 40.31 in.
Wateryear
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 1Oct. 30Nov. 4Sept. 21Dec. 6Mar. 30Dec. 29May 23Dec. 30Nov. 9Sept. 18May 27July 8Mar. 22Dec. 30Apr. 4Dec. 4Apr. 1Dec. 11Feb. 17Aug. 18Mar. 8Apr. 6Apr. 22Apr. 2Apr. 4
Peakdischarge
(cfs)
a!0633532.6
151477046958678
10671.897.6
1795373.298.55063.4
10011368.651.0
10880.2
169
Antecedentbase
discharge(cfs)
3.3.1
2.62.31.51.62.01.6
.71.8
.65.0
.23.4
.610.13.35.91.41.01.583.133.20
12.84.07
15.8
Directrunoff
(in)
0.942.88
.952.58
bl.59b2.31b2.02
2.102.39
.89
.852.291.40
o4.781.47
C3.072.02
ol.OO.93
1.311.661.661.521.002.122.58
Associatedprecipitation
(in)
1.255.332.303.79
.762.131.773.884.351.832.493.322.942.153.02
.793.36
.662.041.952.843.092.721.44
.661.42
Stormduration(days)
223432332224212331212341
' 22
Antecedentprecipitation
(in)
5 -day0.69
.05
.26
.8900
.041.07
.27
.151.481.76
.46
.54
.12
.02
.140
.9202.97
.52
.530
.02
.56
30 -day2.46
.484.334.352.513.722.601.962.026.454.985.005.323.052.983.854.613.092.841.963.634.121.572.552.421.51
Annualrunoff(in)
-30.3223.1024.5222.2822.9418.4117.4528.1016.9829.1727.4527.1324.8819.3629.0427.4723.4020.6921.0326.0232.5519.4925.1719.7524.75
a Maximum during period Oct. 24 to September 1935.b Runoff probably increased by ice and/or snowmelt.c Runoff increased by ice and/or snowmelt.
Coles Clove Kill near Pepacton, N. Y. (IB-4165) Lat 42°06'20", long 74°54'10"; drainage area, 28.0 sq ml; mean annual precipitation, 42.01 in.
Wateryear
194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Jan. 1Mar. 9May 22Mar. 22Dec. 30Mar. 8Dec. 4July 10Dec. 11
Peakdischarge
(cfs)
874780950
2,4001,4001,5502,2501,0202,380
Antecedentbase
discharge(cfs)
352550292026
1232
43
Directrunoff
(in)
0.9611.67
.8713.892.691.241.87
.622.61
Associatedprecipitation
(in)
1.561.201.791.504.401.513.083.963.43
Stormduration(days)
221131212
Antecedentprecipitation
(in)
5 -day
0.51.25.54.47.02
0.27.02.49
30 -day
2.043.305.422.181.573.617.711.014.10
Annualrunoff(in)
30.1425.4325.7326.1719.9931.0827.6231.6925.37
a Runoff probably increased by ice and/or snowmelt.
NEW YORK 209
Conewango Creek at Waterboro, N. Y. (3A-0130) Lat 42°10'15", long 79°04'10" drainage area, 290 sq mij mean annual precipitation, 42.65 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Apr. 5Apr. 7Mar. 18Dec. 31Apr. 13Mar. 7Oct. 4Apr. 7Mar. 23Mar. 24Mar. 29Dec. 5Mar. 13'June 1Feb. 18 Mar. 3Mar. 8Jan. 24Apr. 8Jan. 23Apr. 1
Peak discharge
(cfs)
3,6204,1602,5407,6205,0503,2804,2803,1408,6004,9602,1405,9304,5003,5002,3103,0003,4206,7504,5202,3905,8005,490
Antecedent base
discharge (cfs)
540400
1,260264350379185165
1,080510300413872371460200
1,0202,010
2561,890
470268
Direct runoff (in)
1.58a9.14bl.63b6.57C2.922.28
d.7.881.63
b4.952.34b.94
b3.69C2.29bl.70
.84til. 75
1.742.682.21
.392.773.78
Associated precipitation
(in)
2.10(a)
.503.442.783.48(a)2.942.752.88
.381.891.161.111.811.241.923.121.701.052.631.20
Storm duration (days)
433
511
47
110253277322532357
Antecedent precipitation
(in)
5 -day0.87(a)
.051.75
.25
.20(a)
.51
.48
.54
.14
.491.60
.091.15
.05
.52
.14
.510
.89
.17
30-day3.31(a)1.964.623.313.21(a)6.332.902.302.504.157.442.205.092.842.133.392.97
.902.281.19
Annual runoff (in)
18.3826.5919.0622.0832.8122.7427.1822.9031.7521.6817.4923.6827.2224.2618.8619.4622.4632.0923.0523.1925.9026.52
a Seasonal snowmelt rise.b Runoff increased by ice and/or snowmelt,c Runoff probably increased by ice and/or snowmelt.
East Branch Delaware River at Downsville, N. Y. (IB-4170) Lat 42°04'35", long 74 59'25 ; drainage area, 373 sq mi: mean annual precipitation, 42.11 in.
Wateryear
19411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Aug. 1May 23Dec . 30Nov. 9Jan. 1Mar. 9Apr. 6Mar. 22Dec. 31Apr. 5Nov. 26Nov. 8Dec. 11Dec. 7
Peakdischarge
(cfs)
2,71015,60014,8007,7609,3808,2208,300
22,00018,1009,620
23,9009,520
15,2005,620
Antecedentbase
discharge(cfs)
62238250347470560660480215
1,390380830506514
Directrunoff
(in)
0.401.442.081.011.06
al.55al.87a4.283.45
al.792.591.192.16
.86
Associatedprecipitation
(in)
4.603.053.892.641.421.121.262.194.57
.564.051.573.561.99
Stormduration(days)
33312224431221
Antecedentprecipitation
(in)
5 -day0.35
.54
.23
.53
.45
.17
.38
.59
.0101.522.03
.63
.08
30 -day3.351.601.776.242.613.062.242.941.962.413.316.023.782.50
Annualrunoff(in)
-20.1332.9517.1431.0626.4926.3427.2722.0827.4830.8232.6925.9822.20
a Runoff increased by ice and/or snowmelt.Note. Flow regulated by Pepacton Reservoir beginning Sept. 15, 1954.
210 NEW YORK
East Branch Delaware River at Margaretville, N. Y. (IB-4135) Lat 42°08'40" long 74 39'15 ; drainage area, 163 sq mi; mean annual precipitation,43.16 in.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 15Sept. 21Feb. 15Mar. 31Apr. 14Mar. 9Dec. 30Nov. 9Jan. 1Mar. 9Apr. 5Mar. 22Dec. 31Mar. 28Nov. 25Nov. 7Dec. 11Dec. 7Aug. 19Oct. 16Jan. 23Dec. 21Jan. 22Nov. 28
Peakdischarge
(cfs)
6,00013,2004,7109,9202,1208,7606,2403,1604,1504,8003,9109,6908,3304,440
15,7007,8309,8502,8909,490
13,3002,7707,4706,5808,200
Antecedentbase
discharge(cfs)
260108112115380
76109129220180405225120220204370197167319192
92185
82334
Directrunoff(in)
1.853.41
.94a3.47b.73
al.491.79
.74
.86bl.51al.58a3.463.37
bl.283.121.541.97
.782.334.80
.601.581.572.01
Associatedprecipitation
(in)
3.206.211.502.57
.28
.973.512.291.401.301.472.104.89
.144.211.603.332.044.055.62
.752.911.453.36
Stormduration(days)
231211322213422222231211
Antecedentprecipitation
(in)
5 -day
0.03.90.12.09
01.00
.29
.48
.64
.15
.48
.52
.02
.521.421.96
.83
.054.600
.02
.03
.67
.67
30-day
2.793.343.373.261.242.822.095.913.333.422.312.901.762.883.086.094.212.507.063.741.652.461.253.29
Annualrunoff(in)
_32.3023.4327.2917.1119.7032.0616.4730.6726.4725.3226.2621.8525.0031.4432.0326.5522,0627.3334.3619.0528.3819.9135.58
a Runoff probably increased by ice and/or snowmelt.b Runoff increased by ice and/or snowmelt.
Esopus Creek near Olivebridge, N. Y. (lB-3635) Lat 41°56'05", long 74°12'30" drainage area, 239 sq ml; mean annual precipitation, 42.55 in.
Water year
1907 1908 1909 1910 1911 1912 1913 1914
Data relative to annual peak discharges
Date
Jan. 1 Nov. 7 Feb. 20 Apr , 2 6 Apr. 7 Mar. 16 Mar. 27 Nov. 9
Peak discharge
(cfs)
a2,214 a8,588 14,600 28,100 a2,727 a5,510 a9,580 26,600
Antecedent base
discharge (cfs)
260 700 620 969 556 410 860 162
Direct runoff
(in)
0.86 2.11
b2.13 b3.48 b.96
b2.10 b3.05 b3.56
Associated precipitation
(in)
1.74 2.27 1.51 3.01
.92 1.14 3.01 2.72
Storm duration (days)
2 21 11 1 2 1
Antec precipi
(in
5-day0.05 1.07 1.52
.36
.41 1.75
.79
.04
edent tat ion
30-day1.98 5.67 3.53 3.78 3.56 4.15 4.23 3.58
Annual runoff (in)
42.71 30.27 31.76 19.35 46.94 35.31
a Maximum daily discharge.b Runoff increased by ice and/or snowmelt.
NEW YORK 211
Flshkill Creek at Beacon, N. Y. (IB-3735) Lat 41°30'40", long 73°56'55"; drainage area, 186 sq mi; mean annual precipitation, 40.79 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 5Dec. 27Mar. 15Mar. 18Jan. 1Mar. 9Apr. 1Mar. 12Jan. 25Sept. 13Aug. 20Oct. 16Apr. 10Dec. 21Feb. 11Apr. 6
Peakdischarge
(cfs)
2,2901,4702,2202,9703,0201,2102,4903,1703,2201,7608,8008,2801,3102,5001,9602,140
Antecedentbase
discharge(cfs)
118280294324
34170372272577
2067
119288128135707
Directrunoff(in)
a2.47.46
a. 86al.381.67
.431.011.211.08
.703.104.611.06
.99
.521.00
Associatedprecipitation
(in)
1.361.15
.68
.605.29
.863.021.701.703.867.968.372.933.091.482.49
Stormduration(days)
8121212211125113
Antecedentprecipitation
(in)
5 -day
0.91.48
0.23.02
0.10
1.12.41.44
4.37.11.93.02
0.91
30 -day
3.353.442.551.912.183.392.443.063.784.606.194.222.453.312.592.18
Annualrunoff(in)
27.8719.5617.0323.7316.4814.4124.0033.6626.4215.7125.0031.7413.5925.8616.2524.81
a Runoff increased by ice and/or snowmelt. Note. Diurnal fluctuation at low and medium flow caused by research
laboratories and manufacturing plants above station.
Fivemile Creek near Kanoma, N. Y. (IB-5280) Lat 42°23'15", long 77°21'30"; drainage area, 68 sq mi; mean annual precipitation, 30.89 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Mar. 6Feb. 20Apr. 4Apr. 6Mar. 17Dec. 30Mar. 16Mar. 22Jan. 6June 3Mar. 22Jan. 6Mar. 28Mar. 30Mar. 11Mar. 24Fe.b. 17Mar. 1Mar. 7May 20Apr. 7Apr. 2Mar. 31
Peak discharge
(cfs)
a7131,1601,6002,2802,190
dl,7501,900
9751,4901,3601,6601,310
9192,6201,7001,3101,3701,2801,8302,6801,2301,6401,3102,440
Antecedent base
discharge (cfs)
10562
1101101802303070
18549
102185
70116
89395411
116350
66340131
26
Direct runoff
(in)
bO.61.50
cl.68b2.35b2.09bl.86
1.921.051.00
bl.07.84
1.59b.43
b2.661.48
bl.121.09
.831.622.371.201.971.423.66
Associated precipitation
(in)
0.33.78
1.01.37
2.041.553.271.351.80
.241.972.07
.36
.362.06
.561.78
.851.473.102.151.17
.54
.44
Storm duration (days)
224211322313213112232112
Antecedent precipitation
(in)
5 -day0
.13
.66
.71
.021.320
.02
.42
.01
.61
.24
.411.1200
.07
.18
.28
.021.36000
30 -day1.862.423.152.671.794.411.401.971.82
.975.711.903.092.692.421.241.001.741.482.793.421.682.37
.99
Annual runoff
(in)
-12.8112.3916.4710.6112.2620.5511.8117.4615.4818.2513.749.09
11.9921.6514.7712.339.02
10.9225.4114.6712.5512.8623.04
a Maximum during period March to September.b Runoff increased by ice and/or snowmelt.c Runoff probably increased by ice and/or snowmelt.d Maximum daily discharge.
770-960 O-65-15
212 NEW YORK
Genegantslet Creek at Smlthvllle Flats, N. Y. (IB-5075) Lat 42°23'40", long 75 48'15 ; drainage area, 83.1 sq mi; mean annual precipitation, 40.48 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 22Mar. 26Mar. 31Apr. 5Sept. 27Dec. 30May 8Mar. 16Mar. 9Apr. 5Mar. 20Dec. 30Apr. 4Mar. 31Mar. 11Dec. 11Feb. 17Mar. 11Apr. 5Jan. 23Apr. 6Jan. 22Nov. 28
Peak discharge
(cfs)
a2,6902,6404,0902,5803,7805,8902,9303,1402,5903,1104,0801,9803,0402,7501,5702,0401,4102,2702,8402,0802,0803,3002,770
Antecedent base
discharge (cfs)
13390899211525878
165190
8642
210314
44121
3826410452
1,04048
102
Direct runoff
(in)
1.61b2.25b3.31C7.101.404.041.34
d.2.15b2.70b3.25b4.69
1.14b2.27bl.93
.98
.85
.961.483.70
.881.731.421.13
Associated precipitation
(in)
3.39.81
1.98(c)3.135.232.93(c)1.541.471.482.40
.65
.971.231.711.17
.641.94
.711.19
' 1.912.39
Storm duration (days)
332
35242
53343333112461211
Antecedent precipitation
(in)
5-day1.57
.03
.18(c)
.01
.16
.02(e)
.43
.09
.68
.04
.14
.24
.031.00
.05
.98
.23
.010
.70
.13
30 -day4.632.243.49(c)2.941.932.63(c)2.822.643.001.963.152.952.143.351.674.845.881.982.121.554.91
Annual runoff (in)
-20.2222.7017.2518.3235.1822.3629.7223.6427.6523.4619.4027.4226.2622.5817.7114.2419.8528.8819.7826.4218.3530.17 ^
a Maximum during period July to September, b Runoff increased by ice and/or snowmelt. c Seasonal snowmelt rise.Note. Diurnal fluctuation at low and medium stages caused by gristmill
1,500 ft above station.
NEW YORK 213
Oenesee River at Scio, N. Y. (4-2215) Lat 42°09'50", long 77°58'50"; drainage area, 509 sq ml; mean annual precipitation, 54.47 in.
Water year
19161917191819191920192119221923192419251926192719281929193019311932193319341935.1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 17July 2Mar. 14May 22Mar. 12Feb. 17June 12Mar. 4Sept. 30Feb. 11Mar. 23Mar. 21Dec. 1Apr. 21Feb. 25May 24Feb. 11Apr. 7Mar. 27July 8Mar. 12Jan. 25Mar. 6Feb. 20Mar. 31Apr. 5July 18Dec. 30Mar. 17May 18May 28Apr. 5Mar. 22Jan. 6Mar. 28Nov. 25Mar. 11Mar. 24Mar. 2Mar. 1Mar. 8Jan. 23Apr. 7Jan. 22June 15
Peak discharge
(cfs)
a9,800b3,71010,40010,6008,8103,8104,2306,0108,3208,1403,5306,0907,6006,8004,7103,0203,9703,4104,7108,5607,7606,6407,1207,1808,5307,2009,7408,2904,8108,390
12,0009,0309,1902,6909,390
12,2006,4507,0605,3606,080
16,9008,2407,950
19,50012,800
Antecedent base
discharge (cfs)
572305590690(c)120225190
3750
3301,070
46093516135027856019453
742790138717310470
44182157540207415360410486370140461545405784150
1,545175158
Direct runoff
(in)
1.68.55
1.462.66(c)d.47
.75dl.301.45
d2.83dl.12
.83e4.001.13
.68
.88
.69
.35
.361.29
dl.70.69.82
dl.23d2.30dl.081.171.84
.721.071.901.24
d2.41e.40
dl.991.77
dl.04.87.55
1.033.76
.971.512.111.49
Associated precipitation
(in)
2.891.901.633.80
-.13
2.96.05
3.591.03
.631.553.781.261.552.311.02
.58
.875.991.61
.841.26
.87
.841.044.782.68
.871.675.051.452.28
.33
.492.43
.682.381.281.413.39
.741.271.504.73
Storm duration (days)
4114-2211333522323124224211322224223121221223
Antec precipi
(in
5 -day0.57
.93
.76
.66-.07.32.11
00
.34
.33
.901.590
.99
.30
.61
.14
.6101.59
.08
.81
.36
.01
.010
.07
.73
.16
.57
.71
.511.33
.600
.26
.19
.36
.86
.0301.040
edent tation
30 -day7.555.922.694.18-
1.912.691.533.863.341.282.475.395.47
.355.182.753.412.353.811.104.383.122.862.801.484.301.572.254.892.661.652.172.712.754.382.221.842.041.595.361.881.521.523.45
Annual runoff
(in)
_18.1923.2119.14
-12.0417.6511.9016.3313.3213.9819.5526.5420.9016.0211.2414.8412.1210.9217.5517.8219.3815.3712.5717.3911.3017.7324.3112.5423.5222.4322.3116.9112.0116.0925.3521.0815.1813.9710.8126.3618.1117.3317.1621.70
a Maximum during period June to September.b Maximum daily discharge.c Not computed because daily discharge record not available Mar. 1-11.d Runoff increased by ice and/or snowmelt.e Runoff probably increased by ice and/or snowmelt.
214 NEW YORK
Independence River at Donnattsburg, N. Y. (4-2560) Lat 75°20"05"; drainage area, 91.7 sq mi; mean annual prec
43°44'50", long Ipltation, 48.57 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 28Apr. 25Apr. 11Mar. 22Oct. 2Apr. 12Mar. 23Mar. 29Apr. 20Mar. 31Apr. 6Dec. 12Feb. 22Apr. 15Apr. 30May 21Dec. 21Apr. 18Apr. 4
Peakdischarge
(cfs)
al,1701,3801,9701,8903,4103,2902,5002,2101,7802,7202,0602,3901,7501,6701,8801,3001,7201,2501,710
Antecedentbase
discharge(cfs)
46170155184190325
4886
252259191176103335304138
96610
92
Directrunoff
(in)
0.85b2.28
2.24b3.89
2.14b2.74b3.49b3.00bl.25b2.91b2.70
1.50bl.llbl.46
1.35.75
1.121.402.28
Associatedprecipitation
(in)
3.17.82
2.571.373.651.041.581.261.142.241.902.76
.81
.251.511.771.86
.021.11
Stormduration(days)
3145243756631231206
Antecedentprecipitation
(in)
5-day0.95
.490
.242.41
.41
.40
.06
.18
.69
.091.253.310
.14
.87
.28
.16
.27
30-day
4.963.242.273.568.443.583.072.863.373.823.203.246.224.362.542.384.024.161.07
Annualrunoff
(in)
-34.8624.2332.1031.9542.2323.6526.0127.1031.1127.4728.6729.1325.7026.6323.3926.4727.1032.20
a Maximum during period July to September.b Runoff increased by ice and/or snowmelt.
NEW YORK 215
Kinderhook Creek at Rossman, N. Y. (IB-3610) Lat 42°19'50", long 73°44'40' drainage area, 529 sq mi; mean annual precipitation, 44.24 In.
Water year
190719081909191119121913191419291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 2Oct. 29Feb. 20Mar. 28Apr. 8Mar. 28Mar. 28Mar. 14June 10Mar. 29Apr. 12Nov. 20Mar. 5Jan. 10Mar. 12Apr. 6Sept. 22Dec. 6Mar. 31Feb. 8Mar. 17Nov. 26Nov. 9July 23May 28Mar. 14Mar. 22Dec. 31Mar. 28Mar. 31June 2Jan. 25Dec. 7Dec. 19Mar. 7Apr. 6Dec. 21Mar. 7Apr. 5
Peak discharge
(cfs)
a2,240a8,140
alO,200a3,280a4,2008,780
a8, 6006,6603,7703,3505,3608,6806,2405,050
12,9003,610
27,8006,540
12,1003,4708,3208,4205,410
15,8008,2904,9305,880
29,8003,5205,5606,2706,0903,7204,1405,7202,3704,4405,9007,020
Antecedent base
discharge (cfs)
245217500386
1,1801,070
534500141
1,6101,100
49513019085057033634437119569361116086841632225080
520957507443
99420676518178500160
Direct runoff (in)
0.702.07
bl.51.69.71
1.70b3.39bl.79
.54
.22
.891.30
bl.321.22
b2.48.44
4.43bl.63b2.47
.371.061.28
.901.50
.9731.05Dl.964.92b.63
.75
.96Dl.09
.48
.58.74.27.71.54
4.38
Associated precipitation
(in)
0.745.061.31
.74
.783.24
.98
.862.16
.621.563.15
.921.511.91
.467.101.451.151.501.662.403.104.192.14
.75
.818.56
.571.702.611.062.731.181.741.892.461.001.59
Storm duration (days)
221213122144322132111323223322222224216
Antecedent precipitation
(in)
5 -day
0.0401.1401.171.02
.050
.16
.2700
.53
.02
.09
.041.750
.04
.01
.57
.45
.142.46
.740
.75
.05
.52
.24
.26
.24
.081.19
.20
.49
.07
.51
.15
30 -day
1.874.152.942.126.004.442.053.442.181.362.874.282.831.801.612.853.712.682.601.472.964.104.628.454.702.262.681.271.972.793.142.522.024.853.021.162.922.441.58
Annual runoff (in)
17.9227.7717.10
----
18.1912.4212.6613.7521.7520.7117.7719.6520.5127.6521.5421.7713.3513.4925.4017.0328.8024.3120.0721.5518.4214.6622.2325.6722.3417. 1018.3822.5412.1118.3716.1424.42
a Maximum dally discharge, b Runoff Increased by Ice and/or snowmelt.
216 NEW YORK
Little Delaware River near Delhi, N. Y. (IB-4225) Lat 42°15'10", long74 54'10 ; drainage area, 49,8 sq ml; mean annual precipitation, 41.50 In.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 21Dec. 6Mar. 31Dec. 29Mar. 9Dec. 30Nov. 9Jan. 1Mar. 9Apr. 5Mar. 22Dec. 30Mar. 28Nov. 25Nov. 7Aug. 13Feb. 17Aug. 18Apr. 4Jan . 23Dec. 21Jan. 21Sept. 12
Peak discharge
(cfs)
3,2801,3402,3001,1902,5502,2101,7901,7201,5701,7402,5102,3101,9202,7501,5404,5301,3602,5902,5501,5002,6703,1202,780
Antecedent base
discharge (cfs)
357640803033435883
138144
257547
1255
3111683149236.6
Direct runoff
(in)
3.96al.56b2.89bl.30bl.452.03
.83
.88b2.56bl.64b3.58
2.76bl.96
1.861.08
.89bl.49
2.143.76
.851.711.901.95
Associated precipitation
(in)
6.22.52
1.631.05
.542.972.181.661.581.031.464.74
.112.681.153.421.285.191.95
.551.442.386.54
Storm duration (days)
41231312213322112251123
Antecedent precipitation
(in)
5 -day
1.800
.14
.02
.44
.26
.64
.471.35
.30
.38-.06.43
1.162.15
.28
.213.07
.07
.01
.08
.62
.17
30-day
4.292.012.672.071.572.265.792.353.022.312.361.632.672.876.221.702.554.924.861.852.421.123.07
Annual runoff (in)
31.2523.9824.3417.3919.8930.6417.8728.6226.7526.6725.8519.3425.5231.9831.1727.8121.7726.9633.6920.4327.8722.9835.82
a Runoff probably increased by ice and/or snowmelt. b Runoff increased by ice and/or snowmelt.
Massapequa Creek at Massapequa, N. Y. (IB-3095) Lat 40"41'20", long 73"27'20"; drainage area, about 38 sq mi; mean annual precipitation, 45.75 in.
Water year
19371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Sept. 13Sept. 21Apr. 7Mar. 5Feb. 8July 27Sept. 15Jan. 7Feb. 23Aug. 7July 15July 14May 3Aug . 20Mar. 31June 1Mar. 13Sept. 11Aug. 12Nov. 4Oct. 7Feb. 28July 15
Peak discharge
(cfs)
539058.65890 37.771.6
15138.874.350.867.749.335.637.9
13678.581.1
18073.566.7
106132
Antecedent base
discharge (cfs)
3.49.2
30.98.08.94.33.98.79.79.26.8
15.517.55.1
14.019.115.77.47.60
14.96.419.11
13.2
Direct runoff
(in)
0.03.14.03.05.07.03.05.22.03.05.05.05.03.02.03.11.06.08.26.084.029.08.062
Associated precipitation
(in)
3.5311.001.661.832.384.444.184.521.003.284.672.722.073.082.183.482.625.36
10.362.881.122.282.43
Storm duration (days)
14121113323112221122222
Antecedent precipitation
(in)
5 -day
0.94.96.12
0000
.131.17
.010
.030
.271.88
.17
.132.17
.99
.1002.57
30-day
3.341.315.332.482.745.121.071.561.963.052.507.003.563.782.755.233.717.612.597.432.771.963.91
Annual runoff (in)
a,a,aaaaaaaaaaaaaaaaaaaaa
a Annual runoff In Inches not computed because large portion of flow is derived from ground-water supply.
NEW YORK 217
Neyersink River at Claryville, N. Y. (IB-4345) Lat 41°55'00", long74°34"35"; drainage area, 61.1 sq mi; mean annual precipitation, 54.92 in.
Water year
1949 1950 1951
Data relative to annual peak discharges
Date
July 20 Apr. 4 Nov. 25
Peak discharge
(cfs)
a654 2,450
022,000
Antecedent base
discharge (cfs)
28 220 92
Direct runoff
(in)
0.13 b2.32 5.75
Associated precipitation
(in)
1.60 .94
5.46
Storm duration (days)
1 3 1
Antecedent precipitation
(in)
5 -day0.44
.46 1.64
30 -day2.64 4.48 4.27
Annual runoff (in)
39.56
Maximum during perio( May 4 to Sept. 30, 1949. b Runoff increased by ice and/or snowmelt. c Maximum during period October 1950 to Mar. 25, 1951.
Neversink River at Halls Mills, near Curry, N. Y. (IB-4355) Lat 41°52'40", long 74"36"20"; drainage area, 68 sq mi; mean annual precipitation, 53.53 in.
Wateryear
193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
July 22Dec. 6Apr. 8Dec. 29Dec. 24Dec. 30Nov. 9July 15Mar. 9Apr. 6Mar. 22Dec . 30
Peakdischarge
(cfs)
12,4006,2105,0704,180
10,0003,6504,8804,6504,3203,2105,530
a7,260
Antecedentbase
discharge(cfs)
81125140125
5292
15364
115235
8986
Directrunoff
(in)
6.82a2.83b3.36a3.202.631.911.561.43
b2.98b2.44b4.655.42
Associatedprecipitation
(in)
5.131.951.181.713.414.773.074.881.441.691.627.52
Stormduration(days)
421214132133
Antecedentprecipitation
(in)
5-day0.170
.51
.01
.01
.42
.46
.31
.07
.541.181.30
30-day4.273.545.212.581.952.837.154.493.974.063.925.36
Annualrunoff(in)
-33.1841.7127.8636.7049.4828.4051.0937.1338.9735.77
-
a Runoff probably increased by ice and/or snowmelt. b Runoff increased by ice and/or snowmelt.Note.--No rainfall stations within 16.5 miles of center of drainage
area prior to 1941.
Neversink River near Claryville, N. Y. (IB-4350) Lat 41°53'25", longdrainage area, 65.6 sq mi; mean annual precipitation, 54.92 in.
Wateryear
19511952195319541955195619571-95819591960
Data relative to annual peak discharges
Date
Sept. 15July 10Dec. 11Mar. 1Aug. 13Oct. 15Jan. 23Dec. 21Apr. 2Oct. 24
Peakdischarge
(cfs)
a55710,2007,4403,8909,3509,9502,2408,2304,2506,360
Antecedentbase
discharge(cfs)
5128
14521914
18382
135209129
Directrunoff
(in)
0.263.743.C31.362.175.32
.88' 2.972.412.46
Associatedprecipitation
(in)
1.788.624.352.828.658.861.005.491.664.28
Stormduration(days)
1233322212
Antecedentprecipitation
(in)
5 -day0.27
.011.09
.30
.2600
.22
.07
.20
30-day_5.251.528.553.591.246.031.893.623.518.96
Annualrunoff
(in)
-54.3942.3631.2339.3845.7528.1341.7633.7558.16
a Maximum during period July to September.
218 NEW YORK
Oaks Creek at Index, N. Y. (IB-4695) Lat 42°40'00", long 74°57'35"; drainage area, 103 sq mi; mean annual precipitation, 40.46 in.
Water year
193019311932193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 15Apr. 11Apr. 12Apr. 6Sept. 22Feb. 20Apr. 8Dec. 29Mar. 17Mar. 17Mar. 17Mar. 22Mar. 7Apr. 6Mar. 22Dec . 30Apr. 4Mar. 31Apr. 6Feb. 21Feb. 17Mar. 11Apr. 16Jan. 23Apr. 6Jan. 22Apr. 4
Peak discharge
(ofs)
710920
bl,060C755
1,4601,7702,340
9331,5502,3102,1401,4501,5901,7402,500
9851,5501,2401,0201,0401,1001,4601,610
8021,6102,5502,400
Antecedent base
discharge (cfs)
7442
125140
3280
115194307198
66304104246162
50198419249185155270
1,07088
36052
901
Direct runoff (in)
0.65a9.99a8.56d.38
.87
.73aie.oo
.60
.87dl.89
.72a9.37dl.96
all. 98all. 62
.54a8.48
.81a6.50d.45
.621.36
.81
.27
.581.281.70
Associated precipitation
(in)
1.02f a !(a)
.195.051.07(a)2.071.931.161.86(a)1.38
H(a)3.70(a)
.99(a)
.061.87
.23
.62
.50
.972.231.94
Storm duration (days)
39856
133
673322
393
6354
343
234
12331122
Antecedent precipitation
(in)
5 -day1.36
h(a).13
1.681.20(a)
.05
.17
.46
.29(a)
.96( a !(a)
.22(a)
.46(a)
.57
.04
.880
.010
.77
.67
30-day5.27f a !(a)2.203.643.51(a)2.891.822.342.73(a)3.38! a l(a)1.66(a)2.83(a)3.502.264.253.402.091.141.361.64
Annual runoff
(in)
-13.4323.33
-21.8022.3820.9515.6619.3234.7118.6526.8626.2824.9622.8517.6126.0526.7724.6021.1719.0019.6830.1615.6725.0622.5130.33
b Maximum daily discharge.c Maximum during period April to September, d Runoff increased by ice and/or snowmelt. Note. Seasonal regulation by Canadarago Lake.
Oatka Creek at Garbutt, N. Y. (4-2305) Lat 43°00'30", long 77°47'25"; drainage area, 208 sq mi; mean annual precipitation, 32.70 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 7Apr. 6Mar. 23Feb. 15Mar. 29Dec. 5Mar. 12Mar. 28Feb. 17Mar. 2Mar. 8Jan. 24Apr. 8Apr. 3Mar. 31
Peakdischarge
(cfs)
2,8303,6802,1501,0306,0802,4802,9601,0802,2805,3105,8803,5002,3203,2406,920
Antecedentbase
discharge(cfs)
299430365145242136405176
88318
1,210145968594160
Directrunoff
(in)
aO.95bl.22b.95
.51b2.24c.801.05
.71
.971.621.591.06
.341.062.63
Associatedprecipitation
(in)
aO.95186.66.77.39
1.182.191.761.772.56
.851.01
.42
.20
Stormduration(days)
( alla)
3322262222231
Antecedentprecipitation
(in)
5 -dayaO.04
.36
.12
.06
.76
.52
.03
.09
.03
.32
.08
.170
.30
.37
30-dayaO.741.331.441.792.824.401.671.452.131.152.481.64
.842.721.74
Annualrunoff(in)
15.9419.7312.328.21
11.6417.8312.448.43
11.1712.7320.6213.629.72
13.8616.16
a Snowmelt runoff; no associated precipitation.b Runoff increased by ice and/or snowmelt.c Runoff probably increased by ice and/or snowmelt.
NEW YORK 219
Otego Creek near Oneonta, N. Y. (IB-4990) Lat 42°27'00", long 75°06' drainage area, 108 sq mi; mean annual precipitation, 42.53 In.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec . 30Mar. 17Dec. 30Mar. 17Mar. 17Mar. 8Apr. 6Mar. 20Dec. 31Sept. 1Feb. 2Jan. 27Dec. 11Feb. 17Mar. 12Apr. 15Jan. 23Apr. 7Jan. 22Apr. 4
Peak discharge
(cfs)
1,7403,3406,0004,2301,6302,2202,0503,5602,5003,5702,8401,5202,3102,3301,9103,2401,8603,0004,2003,760
Antecedent base
discharge (cfs)
151257
771033412122101134250
170250
83112334157
661,150
621,210
Direct runoff
(in)
1.371.423.14
al.98a2.20al.90al.17a3.002.041.441.02
.661.011.24
.982.98
.661.021.712.05
Associated precipitation
(in)
2.101.735.041.621.091.43
.961.143.553.961.371.102.601.73
.211.72
.641.251.841.95
Storm duration (days)
42424324332222261222
Antecedent precipitation
(in)
5 -day0.10
.47
.31
.28
.10
.93
.32
.52
.101.02
.39
.451.26
.02
.33
.1800
.91
.79
30 -day2.511.892.392.562.683.372.033.041.525.782.582.763.292.214.136.051.591.741.691.74
Annual runoff (in)
15.6918.3931.6317.2627.1824.9223.6118.8718.4224.5124.0023.8919.4119.6020.2128.6916.1621.5118.0826.97
a Runoff increased by ice and/or snowmelt.
Otsellc River near Upper Lisle, N. Y. (IB-5105) Lat 42°25'20", long 75°57'00"; drainage area, 216 sq ml; mean annual precipitation, 38.47 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 17Oct. 24Feb. 21Apr. 9Apr. 7Mar. 17Dec. 30Mar. 17Mar. 17Mar. 9Apr. 6Mar. 20Dec. 31Apr. 5Mar. 31July 10Pec. 11Feb. 22Mar. 12
Apr. 5, 6Jan . 23Apr. 7Jan. 22Apr. 1
Peak discharge
(cfs)
a6,4208,8406,3307,9206,3906,220
12,4007,2206,4705,3405,7509,3603,5809,6006,0604,0904,4703,3206,6806,7806,5704,7007,8007,000
Antecedent base
discharge (cfs)
31287
300230210831170162776225365250155580736
30427390740282150
2,680175122
Direct runoff
(in)
bl.531.86
bl.75i4.37c8.101.853.74
bl.90d4.99d3.10b2.11b4.50
1.02b3.05b2.01
.76
.99b.662.053.921.131.911.955.17
Associated precipitation
(in)
0.363.36
.76! c )(c)1.985.131.79
.631.651.051.372.50
.711.084.261.80
.53.51
2.011.181.132.092.00
Storm duration (days)
123
4538
3424423333122462216
Antecedent precipitation
(in)
5 -day0.10
.841.20i c !(c)
.29
.14
.34
.171.18
.35
.67
.11
.24
.32
.04
.851.46
.73
.47
.010
.59
.17
30 -day2.502.083.19
H(c)1.451.912.782.732.712.372.981.813.452.871.203.203.124.295.763.081.831.491.16
Annual runoff (in)
-26.4821.3222.6918.5119.6135.9723.6730.7526.4030.2724.6120.8329.5027.7224.9921.6715.4921.4929.3219.0627.8421.2030.95
a Maximum during period February to September.b Runoff increased by ice and/or snowmelt.c Seasonal snowmelt rise.d Snowmelt; surface runoff associated with precipitation is indeterminate.
220 NEW YORK
Owego Creek near Owego, N. Y. (IB-5140) Lat 42°07'45", long 76°16'15"; drainage area, 186 sq mi; mean annual precipitation, 36.26 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to .annual peak discharges
Date
Mar. 8May 26Apr. 3Oct. 6Apr. 1July 8Mar. 18Aug. 27Oct. 23Feb. 20Mar. 31Apr. 5Mar. 9Dec. 30Mar. 17Sept. 19May 28Apr. 5Mar. 22Dec. 30Mar. 28Nov. 26Mar. 11Dec. 11May 4Mar. 1Oct. 16Jan. 23Apr. 7Jan. 22Mar. 31
Peak discharge
(cfs)
a4,0603,0603,8203,7905,690
23,50012,2003,7104,5607,2308,7306,0406,750
10,6005,7404,3307,2906,5307,1504,0107,8906,8704,9905,2804,9005,990
10,2004,7906,5007,8508,400
Antecedent base
discharge (cfs)
280136460
12427
29550
3946
182204340120
98205
74282320180
60549289100244389397
85108
2,4708284
Direct runoff (in)
1.04.77
bl.94.79
bl.OO3.283.94
.50
.85bl.49b2.94bl.99bl.51
3.03bl.28
.612.111.45
b3.63.95
b2.48.97
bl.071.07
.731.602.39
.781.001.533.43
Associated precipitation
(in)
1.491.70
.823.10
.885.804.054.172.19
.591.671.44
.224.121.032.163.881.591.861.70
.371.47
.842.161.80
.865.15
.361.581.35
.77
Storm duration (days)
2312133213213321223211211331212
Antecedent precipitation
(in)
5-day0.41
.441.35
.23
.86
.021.38
.72
.591.33
.06
.061.38
.01
.22
.84
.74
.47
.47
.052.12
.79
.01
.77
.65.61
000
.57
.06
30 -day2.013.343.441.432.413.352.233.281.303.462.571.913.421.602.563.683.461.732.421.593.382.521.733.973.612.743.841.512.43
.981.10
Annual runoff (in)
-12.5318.1316.7015.8626.6621.3422.6020.1817.7418.9314.5516.1827.1719.1725.1523.2226.0119.5114.7522.3023.5519.2216.8813.6418.3529.8017.9725.3216.0828.48
a- Maximum during period Jan. 9 to Sept. 30. b Runoff increased by ice and/or snowmelt. Note. No rainfall stations within 13 miles
for years 1930-43.from center of drainage area
Penataqult Creek at Bay Shore, N. Y. (IB-3075) Lat 40°43'40", long 73°14'40"; drainage area, about 5 sq mi; mean annual precipitation, 46.11 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 7July 15Nov. 12Feb. 23Aug. 20Mar. 30May 12July 23Sept. 11Aug. 12Oct. 16Apr. 2Apr. 6July 11Sept. 12
Peakdischarge
(cfs)
35.836.031.625.833.524.934.033.840.059.0
1122840.653.356.4
Antecedentbase
discharge(cfs)
4.23.95.38.53.56.27.54.55.03.64.876.29.854.073.99
Directrunoff
(in)
0.13.18.10.08.11.07.09.11.24.55.75.05.13.18.28
Associatedprecipitation
(in)
4.045.443.141.362.672.151.564.065.689 -.876.241.232.833.266.88
Stormduration(days)
221222221231112
Antecedentprecipitation
(in)
5-day
1.05.09
1.48.68
0.37.03.02.26
1.61.13
0.04
00
30-day
3.342.735.714.233.523.193.68
.287.942.215.171.934.352.452.47
Annuarunof(in)
aaaaaaaaaaaaaaa
a Annual, runoff from ground-water
in inches not computed supply.
because large portion of flow is derived
NEW YORK 221
Rondout Creek near Lowes Corners, N. Y. (IB-3650) Lat 41°51'55", long 74"29'10"; drainage area, 58.5 sq 'mi; mean annual precipitation, 48.33 in.
Water year
19371938193919401941194219431944194:5
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 22July 22Dec. 6Apr. 8Dec. 28Dec. 24Dec. 30Sept. 14July 19Mar. 9Apr. 6Mar. 22Dec. 30Apr. 4Mar. 30July 10Dec. 11Mar. 1Aug. 19Oct. 15Jan. 23Dec. 21Apr. 2Oct. 24
Peak discharge
(cfs)
4,2007,6001,8702,2301,340-3,2701,1802,2703,0801,1001,1402,4004,2501,1607,2007,4303,680
8464,1806,940
9413,9601,8703,680
Antecedent base
discharge (cfs)
693669
170881942
75162
1205147
257121
2391
13972
1124180
12661
Direct runoff (in)
2.005.311.74
12.73i.2.071.711.56
.942.49
12.2112.3614.245.55
12.095.214.272.64
.793.557.04
.523.071.652.11
Associated precipitation
(in)
2.025.442.581.441-.932.503.666.233.551.051.881.377.46
.765.579.133.501.476.679.09
.884.021.204.70
Storm duration (days).
233222332213231121221112
Antecedent precipitation
(in)
5-day
000
.4700
.1503.07
.15
.48
.25
.03
.29
.0901.14
.176.4000
.19
.04
.07
30 -day
3.064.852.994.952.292.552.405.057.903.103.012.572.073.613.36
.918.612.488.256.691.674.063.558.75
Annual runoff (in)
_50.8429.0133.8621.9328.0943.3724.0248.4331.5030.1231.1331.9232.0742.3247.6639.1926.8631.5946.2124.7336.2528.5847.10
a Runoff increased by ice and/or snowmelt.
Sage Brook near South New Berlin. N. Y. (IB-5015) Lat 42°31'55", long75 25'30"5 drainage area, 0.70 sq mi; mean annual precipitation, 40.48 in.
Water year
1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 21June 19July 8Oct. 30Jan. 25Oct. 23Feb. 20Mar. 31Dec. 29Mar. 17Mar. 17June 25July 22May 21June 3Mar. 22Dec. 30Sept. 1July 19Apr. 5Jan. 24Feb. 17Mar. 11
Apr. 4, 16Jan. 22Apr. 22Jan. 22Apr. 4
Peak discharge
(cfs)
a!6.423.2
1356720.845.5344027.581
d2441
28737.085.838.519.735.434.633.468.22824.225.126.53530.428
Antecedent base
discharge (cfs)
2.1.1.1.1
1.5.1
1.3.8
1.02.01.7
.4
.11.01.61.2
.3
.1
.62.31.1
.391.5
.79
.295.81
.2127.1
Direct runoff (in)
0.71.63
3.392.89
.77
.66bl.49C3.031.651.41
02.31.54
1.47.82
1.15C3.231.15
.52
.96
.881.601.211.492.87
.661.001.411.91
Associated precipitation
(in)
1.852.489.795.871.372.681.082.161.931.551.16
.451.611.341.921.223.003.901.48
.991.261.51
.481.95
.871.502.051.82
Storm duration (days)
21223242412222I3323222361I22
Antecedent precipitation
(in)
5-day0.54
.070
.241.39
.711.70
.12
.02
.71
.723.181.311.22
.91
.67
.08
.651.38
.72
.27
.011.06
.2600
.671.06
30 -day3.373.292.851.613.791.743.814.002.571.932.515.243.313.095.993.141.843.926.333.692.301.955.096.422.302.471.481.84
Annual runoff (in)
-15.9225.1127.1319.3918.0319.1520.1716.5217.0631.6017.1527.6622.1425.0716.7816.0224.3324.7921.6317.9717.5919.3924.9215.6021.5116.7428.38
a Maximum during period December to September, b Runoff probably increased by ice and/or snowmelt. c Runoff increased by ice and/or snowmelt. d Maximum daily discharge.
222 NEW YORK
Schoharle Creek at Prattsvllle. N. Y. (IB-3500) Lat 42°19'25", long 74°26'05" drainage area, 236 sq mi; mean annual precipitation, 40.89 in.
Water year
19081909191019111912191319321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 7Feb. 20Apr. 26Apr. 5Mar. 15Mar. 27Apr. 1Aug . 24Mar. 5July 8Mar. 18Feb. 22Sept. 21Dee. 6Mar. 31Apr. 14Sept. 27Dee. 30Nov. 9Sept. 19May 28May 6Nov. 8Dee. 30Mar. 28Nov. 25Nov. 7Dee. 11May 21Aug. 13Oct. 16Apr. 6Dee. 21'Apr . 2Sept. 12
Peak discharge
(cfs)
a!3,100a6,500
a!2,860a3,925a5,66616,5005,986
39,000a2,54527,40038,50029,80045,00011,90013,3003,520
19,90010,4008,5407,3708,290
10,80010,40015,6006,440
49,50021,80028,2007,460
25,10055,2003,790
31 , 00015,20049,900
Antecedent base
discharge (cfs)
740450565416411766635112
5411540027049
240185350
44155277187416480126135318229510278347
6.5172416279331
42
Direct runoff
(in)
32.411.272.55
bl.25b2.71b3.42bl.304.85
bl.083.04
b5.431.923.641.90
b3.33=4.762.311.621.02
.641.291.75
.803.60
31.433.91
32.003.101.215.229.03
.793.021.603.34
Associated precipitation
(in)
1.951.462.93
.862.193.23
.455.51
.705.223.162.037.022.002.39(e)4.662.752.171.952.702.712.106.32
.234.301.674.372.59
12.718.692.464.741.245.48
Storm duration (days)
212232233321422
271311231331122525113
Antecedent precipitation
(in)
5-day0.85
.750
.60
.20
.333.081.03
.6402.080l.]60
.05(e)
.03
.23
.06
.65
.681.11
.38
.011.04
.991.94
.90
.01
.34
.03
.62
.08
.01
.09
30-day3.142.363.362.942.452.284.665.111.374.392.662.612.593.173.24(e)3.492.226.053.903.574.672.621.713.012.677.885.214.611.593.612.462.444.082.66
Annual runoff
(in)
35.9324.4326.2019.9530.2225.6619.1136.8419.7828.5127.4830.1433.0022.1428.2915.6418.9130.5416.6731.5324.3121.9022.9121.3122.0635.2236.0228.0722.8228.2438.1616.0431.7719.5637.64
a Maximum daily discharge, b Runoff increased by ice e Seasonal snowmelt rise.
and/or snowmelt.
NEW YORK 223
Shackham Brook near Truxton, N. Y. (IB-5080) Lat 42°46'00", long 76°01'10"; drainage area, 3.12 sq mij mean annual precipitation, 40.62 in.
Water year
1933193419351936193.719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 15Mar. 31Jan. 9Mar. 12Apr. 6Oct. 23Feb. 20June 24Dec. 28Dec. 24Mar. 16June 24Mar. 21July 1June 3Mar. 20Nov. 20Apr. 4Mar. 30Apr. 5Mar. 24Feb. 17Mar. 11Apr. 4Aug. 4June 5Apr. 2Mar. 31
Peak discharge
(cfs)
a838496
153151360155416234278328250236319487236193274278110161161224142113135272180
Antecedent base
discharge (cfs)
4.65.13.04.05.21.94.11.44.71.66.73.9
12.22.58.14.51.3
12.56.4
11.210.21.89.03.62
.587.259.11.8
Direct runoff (in)
1.19.60
2.01b2.38b2.01
2.09bl.70
.982.071.19
b3.31.66
1.661.281.15
b4.11.51
b2.93b2.76
.65
.741.561.892.96
.20
.274.126.10
Associated precipitation
(in)
1.59.88
1.75.57.31
3.28.81
2.822.021.571.302.581.812.642.441.502.11
.761.32
.981.092.23
.722.032.46
.781.712.21
Storm duration (days)
2122123222223113121312371177
Antecedent precipitation
(in)
5-day0.021.090
.10
.19
.961.42
.08
.060
.69
.69
.221.24
.62
.35
.47
.11
.23
.29
.41
.21
.38
.721.041.30
.12
.15
30-day0.782.922.341.153.023.212.324.083.581.872.413.242.355.425.502.372.654.652.913.002.702.973.845.644.304.833.621.47
Annual runoff (in)
-18.0024.0825.5429.8530.9522.1928.6921.0820.5438.3625.8027.7330.6933.0420.8321.6926.5326.2523.2019.6916.3919.0925.8318.4124.0419.8929.82
a Maximum during period b Runoff increased by i
December ce and/or
to September, snowmelt.
Terry Clove Kill near Pepacton, N. Y. (IB-4155) Lat 42°07'50", long 74°54'00"; drainage area, 14.1 sq mi; mean annual precipitation, 41.78 in.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 22Sept. 21Feb. 15Mar. 31Dec. 29May 23Dec. 30Nov. 9Jan. 1May 21May 22Mar. 22Dec. 30Mar. 8Dec. 4July 10Dec. 11Feb. 17Aug. 18Apr. 4Jan. 23Dec. 20Jan. 21Sept. 12
Peakdischarge
(cfs)
2501,700
6201,180
4824,010
814528565415662
1,440713681
1,190432
1,170426
1,320519513896614
1,110
Antecedentbase
discharge(cfs)
2712
71318
57
1717222842101438
120146.0
167.2
165.02.2
Directrunoff
(in)
10.303.871.11
34.46a.1.613.992.62
.83
.98
.79
.9433.372.661.381.92
.522.35
al.533.133.581.102.211.702.35
Associatedprecipitation
(in)
0.215.821.12
.67
.594.853.522.241.561.552.141.404.461.693.374.313.421.145.721.86
.612.691.716.08
Stormduration(days)
131133312222312122261112
Antecedentprecipitation
(in)
5- day1.022.02
.14
.17
.03
.68
.36
.50
.55
.74
.36
.59
.01
.06
.33
.03
.65
.043.78
.030
.05
.71
.21
30-day4.195.323.132.082.021.921.656.352.053.514.912.511.583.766.68
.803.822.207.544.491.842.441.312.72
Annualrunoff(in)
-31.6324.7527.5316.5821.2430.6118.7231.0725.6225.6123.5519.8829.9826.2930.9825.0423.1126.7230.3320.9325.4821.6238.26
a Runoff probably increased by ice and/or snowmelt. "' b Runoff increased by ice and/or snowmelt.
224 NEW YORK
Tremper Kill near Shavertown, N. Y. (IB-4150) Lat 42°07'15", long 74°49'10" drainage area, 55.0 sq ml; mean annual precipitation, 41.49 In.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 15Sept. 21Feb. 15Mar. 31Dec. 29Mar. 9Dec. 30Nov. 9Mar. 18Mar. 9Apr. 5Mar. 22Dec . 30Mar. 28Dec. 4Nov. 7Dec. 11Feb. 17Aug. 19Apr. 4Jan. 23Dec. 21Jan. 22Sept. 20
Peakdischarge
(cfs)
5684,2501,3902,800
9761,7001,8301,280
640795
1,0103,0502,0401,0902,2801,0601,960
8841,8901,210
9482,8002,5902,590
Antecedentbase
discharge(cfs)
2521183052161734
124327831395489764145134316381366
Directrunoff(in)
0.894.00
al.2la3.16bl.69al.25
2.391.15
al.89al.68al.60a4.752.91
al.552.231.132.041.212.103.51
.862.212.301.72
Associatedprecipitation
(in)
2.015.451.12
.67
.59
.583.412.50
.121.26
.751.644.64
.102.501.323.371.825.522.07
.411.722.822.77
Stormduration(days)
231131312213312122261121
Antecedentprecipitation
(in)
5 -day0.041.00
.14
.17
.03
.36
.33
.54
.15
.09
.32
.53
.04
.15
.252.01
.28
.033.66
.04
.02
.01
.44
.19
30 -day2.454.923.132.082.021.711.616.313.342.972.002.371.882.346.975.663.371.785.884.071.632.54
.886.52
Annualrunoff(in)
-30.4123.4825.0818.7719.3330.7918.6328.5624.0826.6128.2620.5928.9828.0730.6624.2522.2526.2329.1919.7824.9021.4836.96
a Runoff increased by ice and/or snowmelt.b Runoff probably increased by ice and/or snowmelt.
Tuscarora Creek near South Addlson, N. Y. (IB-5260) Lat 42°04'00", long77°17'00"; drainage area, 114 sq ml; mean annual precipitation, 34.72 in.
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 21Nov. 13Feb. 20Mar. 31Apr. 5Mar. 9Dec . 30Mas- 7Mar. 3May 27June 3Mar. 22Dec . 30Mar. 28Mar. 30Apr. 5Mar. 24Mar. 1Mar. 11Oct. 14Apr. 6Apr. 6Jan. 22Mar. 31
Peakdischarge
(cfs)
a9,2009,9506,340
11,0006,3007,750
10,3004,5008,180
14,00011,0008,9301,3509,820
c!4,0006,1807,4707,0205,220
11,0002,7203,0905,2004,680
Antecedentbase
discharge(cfs)
1230
18660
1659.2
3740
2453259
13518
185128
937262
11010
1041,180
1728
Directrunoff
(in)
0.641.20
bl.53b3.03bl.52bl.50
2.391.01
bl.673.061.082.18
.39b2.33bl.78
.761.01
.87
.692.84
.881.441.343.47
Associatedprecipitation
(in)
2.723.45
.59
.891.441.532.982.25
.084.822.342.311.21
.241.491.561.841.46
.575.801.871.211.97
.81
Stormduration(days)
112112431224312212132222
Antecedentprecipitation
(in)
5 -day0.800
.77
.28
.07
.10
.01
.08
.31
.37
.36
.35
.071.56
.01
.21
.20
.22
.220
.360
.730
30-day3.844.193.042.662.241.831.242.251.802.775.371.801.753.032.622.391.361.482.773.471.982.261.01
.74
Annualrunoff(in)
_11.098.62
13.307.588.76
16.698.52
14.6415.9216.2112.16
7.2311.2020.3614.039.937.066.74
19.2812.5511.929.44
18.81a Maximum during period February to September, b Runoff Increased by Ice and/or snowmelt. c About.Note. No rainfall stations within 20 miles from center of drainage area
for water year 1939.
NEW YORK 225
Wallklll River at Pellets Island Mountain, N. Y. (lB-3700) Lat 41°22'50", long 74 u24'50"j drainage area, 385 sq mij mean annual precipitation, 45.62 in.
Water year
192019211922192319241925192619271928192919301931193219331934.19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957
'195819591960
Data relative to annual peak discharges
Date
Mar. 16Mar. 5Mar. 9Mar. 19Apr. 9Feb. 15Mar. 1Sept. 3Nov. 6Mar. 7Mar. 10June 17Apr. 1Aug. 27Mar. 6Jan. 10Mar. 14Jan. 26Sept. 23Dec. 6Mar. 31Dec. 29Aug. 17Dec. 31Nov. 9Mar. 4Jan. 8Apr. 6Mar. 17Dec. 31Mar. 24Mar. 31June 2Jan. 25Dec. 7Aug. 21Oct. 17Apr. 9Mar. 2Jan. 22Apr. 6
Peak discharge
(cfs)
a8,3503,8203,9705,2005,240
c4,100c2,800c4,3404,020
c4,1702,3302,1303,1303,5303,7401,810
12,4003,0306,2104,7605,3502,6203,7704,2503,4804,8503,3304,1805,2406,7503,3304,0005,5104,8102,770
10,1009,5804,0304,1502,8004,670
Antecedent base
discharge (cfs)
250485574900780
70750245725148540340522
4682
218480
1,200166592
1,170628785440323390880520801116846690
1,0301,030
1281,770
514818310126
2,980
Direct runoff (in)
b3.76bl.93bl.39bl.45
1.652.27
bl.052.661.581.31
.75
.491.541.80
al.16.60
b3.791.142.861.671.53
.711.101.32
.71b3.16b.861.06
bl.482.89
.791.141.731.32
.753.844.191.832.30
.481.42
Associated precipitation
(in)
0.951.78
.71
.852.121.39
.666.323.541.561.411.482.256.07
.831.321.812.427.622.732.262.335.003.622.471.84
.782.35
.425.321.652.653.791.632.396.366.193.522.671.553.14
Storm duration (days)
15112326141253212543433317111232212235533
Antecedent precipitation
(in)
5-day0
.09
.87
.671.4400
.2601.03
.07
.07
.71
.59
.73001.39
.950
.1602.53
.07
.15
.060
.96
.25
.04
.06
.021.88
.42
.046.31
.05
.890
.331.07
30 -day3.292.592.471.832.842.994.395.906.773.141.295.621.994.122.132.252.533.042.273.423.402.347.382.236.572.093.742.862.162.181.932.364.813.122.318.555.053.032.351.332.38
Annual runoff (in)
_23.9318.0413.6020.2113.9616.0423.6037.8415.9913.9817.1511.4926.2517.9016.7024.0019.6425.3323.7620.8815.8816.8821.3714.5827.3519.4917.5021.4816.5915.4924.8834.6422.8913.8720.1629.0314.8125.3715.6127.37
a Maximum discharge observed.b Runoff increased by ice and/or snowmelt.c Maximum daily discharge.
226 NEW YORK
Wallklll River near Unlonvllle. N. Y. (IB-3680) Lat 41°15'35", long 74°32'55" drainage area, 144 sq mi; mean annual precipitation, 47.87 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 22Dec. 7Apr. 1Nov. 16Aug. 18Nov. 26Nov. 10July 20Jan. 9Mar. 15Mar. 18Dec. 31Mar. 10Nov. 26June 2Jan. 25Dec. 9Aug. 19Oct. 16Apr. 7Mar. 1Mar. 8Sept. 14
Peak discharge
(cfs)
3,1201,9601,550
al,040al,300al,850al,2403,0001,3002,1802,0005,0001,1602,2102,2501,8901,2006,8802,7301,5901,650
9782,230
Antecedent base
discharge (cfs)
74239463130125138111
9133022728945
14763
414382
56760159300128102139
Direct runoff
(in)
3.351.261.07
.931.211.09
.761.73
.73bl.09ol.302.84
.621.421.331.06
.763.281.871.501.85
.601.58
Associated precipitation
(in)
6.643.092.202.644.933.442.593.93
.851.26
.505.731.304.583.382.083.095.985.962.772.671.544.57
Storm duration (days)
43444112111312222225552
Antecedent precipitation
(in)
5-day
0.960
.18
.032.77
.07
.152.4500
.27
.050
.65
.83
.23
.025.200
.8500
.02
30 -day
2.073.213.563.007.313.356.468.543.822.072.332.084.022.105.153.012.026.885.962.951.712.455.86
Annual runoff (in)
25.8923.5218.8717.0916.5122.0115.0428.6318.2817.5622.0916.7316.2925.1634.4922.6514.0720.3928.5215.0124.3715.4828.11
a Maximum daily discharge.b Runoff probably increased by snowmelt.c Runoff increased by snowmelt.
Wappinger Creek near Wappingers Falls, N. Y. (IB-3725) Lat 41°39'05", long 75 52'20"j drainage area, 182 sq mij mean annual precipitation, 40.79 in.
Wateryear
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 6Mar. 9Mar. 29Apr. 1Nov. 20Mar. 5Feb. 26Mar. 12Jan. 26Sept. 22Dec. 7Mar. 31Feb. 8Mar. 22Dec. 31Mar. 25Mar. 4Dec. 8Mar. 15Mar. 18Jan. 1Mar. 9Mar. 31June 2Jan. 25Dec. 15Aug. 19Oct. 16Apr. 6Dec. 21Jan. 22Apr. 5
Peakdischarge
(cfs)
2,6301,2001,2201,9603,1705,9501,5606,8801,930
15,9002,5807,0901,9801,5302,6002,0802,2201,2303,1703,5407,7301,5302,2302,6705,2301,170
18,6008,1701,5002,1305,3402,850
Antecedentbase
discharge(cfs)
380319394112355
85246190590114179424116493161207125272240267
37170379291440280
95112292
68122647
Directrunoff(in)
0.96.37.27
a. 67.89
a2.00.28
a2.80.51
4.111.14
a2.01.51.36
1.13.59
b2.68.50
bl.12al.583.13
.43
.67
.901.45
.354.103.62
.85
.55
.901.11
Associatedprecipitation
(in)
1.271.231.36
.643.061.14
.501.311.118.201.371.221.901.372.76
.421.691.06
.89
.625.56
.692.072.571.571.547.476.642.652.601.452.49
Stormduration(days)
31211312132212318111312222135113
Antecedentprecipitation
(in
5 -day
1.41.04.35
2.71.35.70.69.06
1.851.070
.300
.67
.17
.69
.14
.030
.1800
.20
.92
.30
.893.18
.07
.93
.041.011.08
30 -day
4.402.511.294.344.952.622.022.524.862.792.352.881.973.112.033.012.254.572.431.901.843.192.383.943.654.004.463.812.392.881.691.91
Annualrunoff(in)
15.9311.3515.10
11.7822.4519.1016.8615.9719.8828.1321.6217.7612.749.18
20.3413.4725.5215.3313.6920.5816.1414.0419.6326.8623.3615.3524.3627.1512.5620.8318.1922.26
a Runoff increased by snowmelt.b Runoff probably increased by snowmelt.
NEW YORK 227
West Branch Delaware River at Delhi, N. Y. (IB-4220) Lat 42°16'15", long 74"55'10"; drainage area, 142 sq ml; mean annual precipitation, 41.89 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Sept. 21Feb. 15Mar. 31Dec. 29Mar. 9Dec. 30Mar. 17Jan. 1Mar. 9Mar. 15Mar. 22Dec. 30Mar. 28Nov. 26Mar. 11Dec. 11Feb. 17Aug. 18Apr. 5Jan. 23Apr. 7Jan. 22Apr. 4
Peak discharge
(cfs)
a2,1808,9404,5206,4301,7806,0904,8703,4503,2402,7203,4004,6804,2504,4306,7002,9103,7402,5604,6604,8002,9802,8305,5004,900
Antecedent base
discharge (cfs)
3179768
134204
4186
172170240
68185
82212
96858192
100189104
1,19066
1,530
Direct runoff
(in)
bO.742.851.06
C3.00.94
cl.342.051.14
.82C2.02cl.31C2.842.32
cl.821.64
.891.38
cl.301.833.21
.621.311.572.06
Associated precipitation
(in)
0.345.931.351.811.12
.413.301.211.511.361.131.664.57
.132.21
.932.761.064.602.24
.561.202.102.37
Storm duration (days)
131232522223321222261122
Antecedent precipitation
(in)
5 -day0.09
.94
.13
.12
.01
.55
.19
.19
.53
.32
.04
.47
.11
.69
.96
.13
.74
.232.99
.13
.010
.69
.79
30 -day2.553.973.272.792.441.942.152.112.313.092.972.481.572.962.632.702.972.605.185.111.982.551.291.46
Annual runoff (in)
_26.8122.0722.6716.3018.3329.2315.9826.5025.6924.0525.6217.9922.9126.9526.8423.0620.9124.9631.4718.9225.7420.2530.40
a Maximum during period February b Runoff probably increased by ic c Runoff increased by ice and/or
to September.e and/or snowmelt.snowmelt.
West Branch Delaware River at Walton, N. Y. (IB-4230) Lat 42°10'00", long 75°08'25"; drainage area, 551 sq ml; mean annual precipitation, 41.89 in.
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 4Mar. 11Dec. 11Feb. 17Aug . 19Apr. 5Jan. 23Dec. 21Jan. 22Apr. 4
Peakdischarge
(cfs)
12,8006,310
14,3006,690
15,10011,2006,2207,200
15,70012,700
Antecedentbase
discharge(cfs)
1,000182240210219456205312170132
Directrunoff
(in)
1.53.97
1.88al.471.863.71
.731.201.855.99
Associatedprecipitation
(in)
2.711.123.191.335.502.22
.611.641.933.19
Stormduration(days)
2322261126
Antecedentprecipitation
(in)
5-day
0.431 .15
.60
.022.59
.120
.14
.68
.04
30 -day
5.332.762.992.235.405.132.022.481.241.08
Annualrunoff
(in)
27.5527.9024.0621.6825.5331.2820.0925.0220.7533.30
a Runoff probably increased by ice and/or snowmelt.
770-960 O-65 16
228 NEW YORK
West Branch Oswegatchie River near Harrisville, N. Y. (4-2625) Lat 44"11'10"; long 75"19'55"; drainage area, 258 sq mi; mean annual precipi tation, 43.80 in.
Water year
19171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 28Apr. 3Apr. 13Mar. 27Mar. 22June 23Apr. 7Jan. 12Oct. 2Apr. 26Mar. 15Apr. 8Jan . 20Jan. 9Apr. 12
Apr. 10-12Oct. 8Apr. 2Jan. 11Mar. 19Apr. 7Mar. 25Mar. 28Apr. 19Dec. 31Apr. 8Mar. 18Apr. 26Mar. 19Mar. 10Apr. 13Mar. 23Mar. 29Apr. 6Apr. 1Apr. 7Dec. 13Feb. 22Mar. 12Apr. 7Jan. 25Dec. 22Apr. 7Apr. 5
Peak discharge
(cfs)
a4,880a3,9803,3603,4104,5804,220
a3,7403,3604,640
a5,7603,6004,7803,9406,920
a3,500a3,7204,3802,8204,1404,1804,2104,9702,6204,0503,5802,7003,3303,2804,0103,6906,1805,9404,0703,5504,5502,5802,7005,4204,4603,9802,5604,2604,1405,640
Antecedent base
discharge (cfs)
388565510
1,090840200384351117
1,120335700300700430214150249146470190530337
1,190459520280700710210
1,050210335
1,380615365290200465223161336618
3,380
Direct runoff
(in)
b2.58bl.711.12
bl.44bl.60
1.76b2.201.371.87
b2.92bl.36b2.89
1.362.40
bl.33:11.17
1.77b.861.66
b2.14bl.50b2.64
1.16bl.551.30b.84
bl.491.21
bl.80bl.93b2.32b3.30bl.79bl.03b2.10
.69
.96b4.36bl.54
2.211.541.473.851.41
Associated precipitation
(in)
0.62.18
1.55.15
1.142.351.651.724.80
.86
.28
.531.512.61
.47(c)5.43
.702.181.471.171.481.551.061.81
.81
.791.33
.331.69
.651.55
.76
.661.60
.802.553.911.51
.672.361.712.33
.63
Storm duration (days)
216225512224231
662235246641423323445225335263
Antecedent precipitation
(in)
5 -day
0.080
.350
.622.12
.16
.620
.23
.54
.53
.46
.62
.01(c)
.70
.54
.641.19
.09
.41
.26
.23
.20
.11
.50
.06
.17
.08
.62
.63
.59
.58
.67
.451.03
.44
.26
.42
.31
.22
.11
.28
30-day
3.732.292.122.932.864.784.093.183.343.662.574.523.664.561.37(c)2.222.922.563.443.523.803.122.444.083.553.023.592.882.733.352.772.854.503.332.412.383.143.033.422.484.722.861.14
Annual runoff (in)
24.5728.5129.5925.5926.4730.0018.6029.8128.9132.7125.3838.7933.9432.9918.1930.0825.7918.9826.5223.7830.6228.9322.7820.9017.5224.4531.4722.8426.8927.6943.8224.8724.1924.4528.4622.2323.7131.7029.5424.1521.9026.4625.6629.87
a Maximum daily discharge.b Runoff increased by ice and/or snowmelt.c Seasonal snowmelt rise.Note.--Diurnal fluctuations caused by pulp mill and pond operation.
NEW YORK 229
Wlllowemoc Creek at Debruce, N. Y. (IB-4190) Lat 41°54'45", long 74°43'35"; drainage area, 40.9 sq mi; mean annual precipitation, 51.17 In.
Water year
1949 1950 1951 1952
Data relative to annual peak discharges
Date
Dec. 30 Apr. 4 Mar. 30 Nov. 7
Peak discharge
(cfs)
3,150 1,820 9,480 3,730
Antecedent base
discharge (cfs)
50 198105
94
Direct runoff (in)
3.99a2.51 a5.232.19
Associated precipitation
(in)
6.11 .98
4.39 2.49
Storm duration (days)
3 321
Antecedent precipitation
(in)
5-day0.04
.30
.21 1.92
30-day2.57 3.84 3.11 7.34
Annual runoff (in)
32.45 36.17 39.05 45.35
a Runoff Increased by Ice and/or snowmelt.
Willowemoc Creek near Livingston Manor, N. Y. (IB-4195) Lat 41 C54'15", long 74"48'50", drainage area, 63 sq mi; mean annual precipitation, 50.72 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 11Dec. 6Apr. 8Dec. 29Sept. 27Dec. 30Nov. 9Mar. 17Mar. 9Apr. 5Mar. 22Dec . 30Apr. 4Mar. 31July 10Dec. 11Dec. 7Aug. 19Oct. 15Jan. 23Dec. 21Apr. 2Nov. 28
Peak discharge
(cfs)
6,2002,7003,3002,1005,7203,0903,2802,8702,7202,3603,4904,4902,560
10,5004,0604,5601,5004,3003,8501,7008,2803,0103,960
Antecedent base
discharge {cfs)
125100152
94585295
187110170150
60240155
26141
5268
17864
114203220
Direct runoff (in)
2.251.91
a2.632.153.082.131.54
a2.83a2.40b2.40a4.114.02
a2.57a5.221.722.44
.922.462.84
.733.492.132.14
Associated precipitation
(in)
2.161.831.061.505.524.402.87
.281.481.601.895.97
.964.006.053.412.565.324.781.064.301.543.59
Storm duration (days)
221~~ 3
2311224332221131121
Antec precipi
(in
5-day0.720
.45
.026
.36
.47
.23
.05
.45
.93
.02
.47
.26' .01.71.15
5.36.39
0.14.58
1.21
sdent tat ion
30-day8.093.644.712.474.742.546.782.963.082.983.932.753.973.361.155.632.426.845.762.303.593.134.88
Annual runoff (in)
46.2128.3733.5519.3230.3741.0022.2240.6631.2634.6531.0230.3635.2337.8844.3835.1525.3130.8938.1224.0231.9428.0846.00
a Runoff Increased by ice and/or snowmelt, b Runoff probably increased by ice and/or Note. No rainfall station within 16 milei
prior to 1942.
snowmelt. from center of drainage area,
230 NORTH CAROLINA
Abbotts Creek at Lexington, N. C. (2A-1215) Lat 35°48'24", long 80°14'06", drainage area, 174 sq mi; mean annual precipitation, 42.66 in.
Wateryear
194019411943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Aug. 15July 17June 9Sept. 30Sept. 18Feb. 11Sept. 25Feb. 14Nov. 29Oct. 31Mar. 14Mar. 4Feb. 22Jan. 23Oct. 16Sept. 27Feb. 1Nov. 26
Peakdischarge
(cfs)
6,8202,5503,5104,7407,7406,300
14,8002,4104,6605,1601,1407,4704,0304,8905,7002,9707,4203,360
Antecedentbase
discharge(cfs)
14140
292016
14544
313321
6075
558206131
.92.4
16060
Directrunoff(in)
2.09.62.74
1.302.691.733.441.321.582.19
.361.931.252.011.551.042.751.60
Associatedprecipitation
(in)
7.162.752.445.198.392.606.29
.863.045.601.312.822.254.396.487.314.343.30
Stormduration(days)
313241232412121343
Antecedentprecipitation
(in)
5 -day
0.291.310
.39
.28
.122.72
.871.76
.760
.651.481.8700
.311.35
30-day
4.297.624^023.652.652.844.895.345.431.501.504.275.613.05
.281.241.263.11
Annualrunoff
(in)
-9.42
14.3214.6813.1613.6312.0514.4417.0810.99
7.3316.3914.1210.1513.159.10
--
Laurel Creek near Stackhouse, N. C. (3B-4540) Lat 35°55'll", long 82 45'42"; drainage area, 126 sq mi; mean annual precipitation, 4.03 in.Big
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 25Jan. 19Aug. 23Mar. 3Feb. 15Aug . 30July 7Mar. 9Dec. 29Feb. 18Aug. 5Jan. 7June 28Feb. 12July 17Feb. 7Dec. 7Apr. 28Feb. 21Jan. 22Mar. 18Apr. 16Jan. 31May 7Jan. 22July 2
Peak discharge
(cfs)
7,2605,0703,0102,1401,9204,920
9871,2305,5302,3701,9505,8703,3202,8303,1403,0202,4901,8103,0904,8002,0904,3807,7002,4604,0202,050
Antecedent base
discharge (cfs)
353219
70198476
803771
14227929427049
311271392200
94262141271366196366140118
Direct runoff (in)
1.641.88
.93
.68
.571.12
.97
.651.54
.71
.591.73
.561.161.93
.71
.42
.66
.771.861.54
.923.51
.98
.84
.55
Associated precipitation
(in)
1.733.543.122.261.804.756.331.414.141.582.603.903.842.626.421.342.053.321.704.763.302.285.642.432.151.98
Storm duration (days)
21321177226322713313316222
Antecedent precipitation
(in)
5 -day
0.64.50
0.23
1.56.02
1.62.24.03
1.081.81
.59
.18
.342.25
.961.2401.602.821.271.11
1.20.52.80.64
30-day
r 4.6i3.746.173.776.317.584.573.553.983.737.992.972.994.817.776.603.15
.816.866.655.555.563.434.644.544.52
Annual runoff (in)
23.4524.6723.8723.7316.2612.6510.8512.2020.5516.5422.6323.6616.9518.2923.7226.3219.6216.5314.6416.7516.7018.9823.8725.5416.2425.02
NORTH CAROLINA 231
Brown Creek near Polkton, N. C. (2A-1270) Lat 35°02'10" drainage area, 110 sq mi; mean annual precipitation, 46
, long 80 "08"40"; ,89 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 27July 21Aug . 14July 11May 23Mar. 8Mar. 20Sept. 18Dec. 31Apr. 16Feb. 14Aug. 22Mar. 23Aug. 3Aug. 31Feb. 15Jan. 23Apr. 15Mar. 17June 10Jan. 26Apr. 13Feb. 14
Peak discharge
(cfs)
1,5302,340
5352,0201,7201,2703,960
17,3001,1801,9201,7903,000
503995
7,0001,6402,0402,2401,7201,0502,2204,2202,220
Antecedent base
discharge (cfs)
1821.50
4293
15876.5
11057
31737304.7
3236
19370213.5
6034
180
Direct runoff (in)
1.271.66
.221.651.341.042.938.84
.471.651.701.81
.50
.133.521.501.481.771.48
.861.992.491.98
Associated precipitation
(in)
_--
4.641.242.004.00
10.001.693.711.003.451.422.136.001.952.622.482.644.203.103.262.95
Storm duration (days)
_--22123422231212124422
Antecedent precipitation
(in)
5-day---
3.95.84
0.09.41
1.96.98.25
3.17.22
1.641.83
.292.31.17.04.45
001.82
30 -day---
9.051.75
.794.553.945.143.684.919.121.465.20
10.322.575.122.173.047.912.923.025.41
Annual runoff (in)
5.6112.194.369.289.299.89
13.6214.669.619.03
13.4521.034.203.07
14.5410.539.477.097.575.32
14.6011.3219.07
Cane Creek at Fleteher, N. C. (3B-4475) Lat 35°26'08", long 82°29'23' drainage area, 63.1 sq mi; mean annual precipitation 42.41 in.
Wateryear
1943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Jan. 19Mar. 27Mar. 26Feb. 10Jan . 20Mar. 27Aug. 28Mar. 13Dec. 7Mar. 23Feb. 21Jan. 22Mar. 22Apr. 16Apr. 4Apr. 28
Peakdischarge
(cfs)
2,200680
1,0002,4101,4201,3602,7701,6802,2402,5301,6202,900
9252,1303,3401,610
Antecedentbase
discharge(cfs)
529664
1288990
1117380
117894474
10172
110
Directrunoff
(in)
0.75.72.25.95
1.02.44.88.78.73
1.18.91
1.53.24.69
1.54.67
Associatedprecipitation
(in)
3.833.291.992.853.762.164.353.003.643.833.165.501.162.354.952.74
Stormduration(days)
2312312213131212
Antecedentprecipitation
(in)
5 -day
0.01.55.14
1.292.551.03
.71
.431.91
.83
.991.971.141.781.661.64
30 -day
4.766.642.443.015.462.916.641.872.655.925.182.423.585.44(a)6.11
Annualrunoff
(in)
18.1413.9613.3222.6013.7017.3926.3320.9813.7515.9411.8212.648.989.76
15.4919.01
a Record incomplete; not computed.
232 NORTH CAROLINA
Cataloochee Creek near Cataloochee, N. C. (3B-4600) Lat 35°40'02", long 83"04'23"; drainage area, 49.2 sq mi; mean annual precipitation, 46.112 in.
Wateryear
193519361937193819391940194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
Mar. 12Jan. 19Jan. 3Mar. 10Feb. 3Aug . 30July 16Feb. 16Dec. 29Feb. 17Feb. 17Jan. 7Jan. 20Feb. 14Nov. 28Mar. 13Dec. 7Dec. 21
Peakdischarge
(cfs)
1,4402,7002,2201,0401,9003,390
4571,1201,4802,6401,5203,1702,9601,4001,6901,6401,0902,140
Antecedentbase
discharge(cfs)
163135
99174180
869769
110136158123180197
72145
82200
Directrunoff
(in)
1.142.862.55
.63
.701.54
.36
.591.661.131.013.322.721.971.221.60
.491.69
Associatedprecipitation
(in)
1.933.702.561.621.975.142.342.414.232.692.495.665.482.784.283.721.773.92
Stormduration(days)
123111312123332313
Antecedentprecipitation
(in)
5 -day
0.01.62.30.63
1.84.05
1.870
.741.602.34
.452.62
.91
.65
.331.392.06
30 -day
3.813.413.904.436.338.417.713.815.964.433.773.379.366.376.144.273.065.04
Annualrunoff(in)
29.1834.9534.4831.8226.7923.6415.8720.3332.5023.8328.0437.1528.1525.3339.2736.7526.1030.24
Catheys Creek near Brevard, N. C. (3B-4400) Lat 35°12'40", long 82°47'00"; drainage area, 11.7 sq ml; mean annual precipitation, 12.07 in.
Wateryear
19451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Apr. 17Feb. 10Jan. 20Aug. 3July 12Aug. 31Aug. 14Mar. 11Feb. 21Jan. 22Dec. 29
Peakdischarge
(cfs)
207333401675
1,250794735
1,260720391383
Antecedentbase
discharge(cfs)
305448373724204638307.9
Directrunoff(in)
0.21.88
1.221.752.051.17
.721.681.661.57
.97
Associatedprecipitation
(in)
1.583.904.445.307.906.252.604.965.425.405.75
Stormduration(days)
11223241122
Antecedentprecipitation
(in)
5 -day01.152.811.852.571.532.1401.853.150
30-day4.363.987.187.25
12.144.497.335.437.414.454.32
Annualrunoff(in)
-48.2232.3944.9569.2350.1537.7846.1435.3633.7231.43
Clear Creek near Hendersonville, N. C. (3B-4465) Lat 35°21'14", long82"26'40"; drainage area, 42.2 sq mi; mean annual precipitation, 48.79 in.
Wateryear
1946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Feb. 10Jan. 20Aug. 4Aug. 28Sept. 8Dec. 7Mar. 11Feb. 21Jan. 22Feb. 6
Peakdischarge
{cfs)
1,480749972
4,0201,5902,2402,3401,0801,600
627
Antecedentbase
discharge(cfs)
110132
3796789078704332
Directrunoff
(in)
1.04.88
1.101.821.911.241.171.071.54
.42
Associatedprecipitation
(in)
3.493.985.235.484.963.503.783.455.202.67
Stormduration(days)
2344221132
Antecedentprecipitation
(in)
5 -day
1.012.26
.57
.121.102.1901.342.08
.17
30 -day
3.006.125.498.888.872.814.615.722.512.01
Annualrunoff(in)
28.5816.9925.2935.5630.7121.9922.7914.8915.5312.73
NORTH CAROLINA 233
Davldson River near Brevard, N. C. (3B-4405) Lat 35°16'23", long 82"42'21"; drainage area, 40.4 sq mi; mean annual precipitation, 65.09 In.
Water year
1921192219231924192519261927192819291930193119321933193419351936 .193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 14Dec. 17May 29Jan. 11Dec. 5Jan. 18Nov. 15Aug. 15Sept. 26Oct. 21Apr. 22Jan. 13Oct. 16Mar. 3Jan . 8 Apr. 6Oct. 16Oct. 18Aug. 18Aug. 13July 19May 20Dec. 29Mar. 29Apr. 17Feb. 10Jan. 20Sept. 6June 16Aug. 31Dec. 7Mar. 11Feb. 21Jan. 22Dec. 29Apr. 15Apr. 4Dec. 20Jan. 21Aug. 12
Peak discharge
(cfs)
_1,2601,380
_1,0701,7801,2808,4002,3801,2301,5401,1406,1301,0703,7002,7802,1103,4503,6506,100
7015,1102,930
8702,1401,6702,1802,9306,8003,3402,8304,4902,6201,9001,7602,0304,7702,0602,8802., 370
Antecedent base
discharge (cfs)
9970
219100117
8269
16296
104142199
47103120140
9667524968
10475
19493
161198
77955097
155129103
27148105118
7252
Direct runoff
(in)
1.33.67
2.521.08
.90
.771.125.552.34
.791.311.095.952.522.932.072.072.491.163.43
.192.834.141.86
.851.492.101.503.741.671.471.852.111.741.31
.993.961.01
.951.09
Associated precipitation
(in)
3.351.916.112.554.894.062.426.183.694.302.201.368.005.144.495.014.646.875.42
11 . 81.77
8.227.684.123.133.835.345.889.256.854.874.395.125.585.883.239.383.183.856.64
Storm duration (days)
1122112221211222111212331233542112213214
Antec precipi
(in
5 -day
001.1201.740
T.57.39
0.46-
02.96
.422.99
.84
.15
.451.482.021.84
.70 .9401.092.51
.02
.071.241.2801.743.0901.76
.02
.041.031.10
sdent tat ion
30 -day
4.914.226.903.942.643.432.00
-10.28
7.276.86-
4.933.323.549.049.083.495.025.26
10.753.644.969.154.054.677.352.003.443.952.085.116.894.324.47(a)3.205.146.834.21
Annual runoff (in)
42.3552.8843.9643.5729.2029.5437.9759.7358.9340.0133.0440.0561.6934.6245.2942.0452.4440.1640.2231.3327.1541.6651.2136.1532.3947.7931.3947.0469.7347.9037.8744.5734.2428.4533.7128.2043.7650.0740.5049.80
a Record Incomplete; not computed.
234 NORTH CAROLINA
Drowning Creek near Hoffman. N. C. 79°29'59"; drainage area, 178 sq mi;
(2A-1335) Lat 35°03'38", long mean annual precipitation, 45.89 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 22Apr. 7Mar. 24July 13July 15Sept. 18July 15Apr. 16Feb. 14July 16Oct. 8Apr. 11Sept. 2Nov. 22Jan. 24Oct. 17July 21May 13Nov. 25June 4Apr. 7
Peak discharge
(cfs)
4351,130
640989
8,00010,9001,2101,0501,2806,3602,710
5761,4801,6601,4301,6008,0001,3101,1101,3101,080
Antecedent base
discharge (cfs)
218418243385254150183250485111196264114153439
4064
114604123430
Direct runoff (in)
0.26.49.35.26
1.653.83
.31
.69
.591.531.04
.31
.76
.53
.69
.651.40
.57
.41
.71
.55
Associated precipitation
(in)
1.104.072.04
.686.42
11.521.313.561.925.052.381.575.903.712.446.986.134.183.294.464.25
Storm duration (days)
221213142421112232237
Antecedent precipitation
(in)
5 -day
01.90
.022.691.33
.291.20
.232.63001.19
.62
.242.170001.8900
30-day
2.834.883.10
11.575.074.937.433.397.304.862.603.676.61
.735.03
.784.792.095.852.36(a)
Annual runoff (in)
_13.7714.3617.9726.0224.2625.8018.3823.3630.0619.2210.7419.1020.8017.0215.7818.0216.3526.4222.0126.54
a Record incomplete; not computed.
Elk River near Banner Elk, N. C. (3B-4805) Lat 36°09'55", long 81°54'25"; drainage area, 17.8 sq mi; mean annual precipitation, 55.22 in.
Water year
1935 1936 1937 1938 1939 1940
Data relative to annual peak discharges
Date
Jan. 9 Nov. 12 Oct. 16 July 21 Nov. 5 Apr. 19
Peak discharge
(eta)
2,860 668
1,280 515
2,060 2,580
Antecedent base
discharge (cfs)
46 14 19 18
7 28
Direct runoff
(in)
2.36.57
2.13 1.22
.82 2.50
Associated precipitation
(in)
3.46 3.35 4.60 4.20
.15 4.41
Storm duration (days)
1 2 1 3 1 2
Antecedent precipitation
(in)
5-day0.20
.43
.32
.05
.01
.06
30-day2.30 3.76 5.12 4.96
.55 3.61
Annual runoff
(in)
36.09 35.62 30.34 31.6826.51
NORTH CAROLINA 235
Elk River near Elk Park, N. C. (3B-4810) Lat 36°ll'0l", long 81°57'45"; drainage area, 42 sq mi; mean annual precipitation, 51.99 in.
Water year
193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Jan. 9Apr. 6Oct. 16July 23Nov. 5Aug. 13July 12Sept. 6Dec. 29Feb. 18Sept. 17Jan. 7Jan. 20Nov. 2Aug. 28Sept. 9Dec. 7Feb. 3Feb. 21Jan. 22Apr. 13
Peak discharge
(cfs)
3,6401,6501,5301,0802,370
27,5001,0203,1401,8801,1402,8802,0601,2203,6304,6902,2005,3201,9802,0602,5604,260
Antecedent base
discharge (cfs)
84165
32391565
156647369338572
100106
69130107
847567
Direct runoff
(in)
1.651.261.191.67
.507.37
.361.001.571.191.372.901.832.311.811.412.131.341.542.001.83
Associated precipitation
(in)
3.462.164.605.624.24
11.491.774.102.641.965.183.304.224.083.513.083.593.052.384.464.37
Storm duration (days)
111413213223511212133
Antec precipi
(in
5-day
0.201.68
.32
.2701.382.68
.88
.201.621.64
.55
.84
.90
.83
.011.42
.48
.74
.93.83
sdent tat ion
30 -day
2.506.985.124.68
.296.699.767.642.343.383.721.884.067.067.526.894.004.365.072.026.71
Annual runoff (in)
32.1132.0126.0428.7423.2131.8417.7527.6629.3119.2430.2328.4322.8429.1236.1828.2023.2520.3421.1620.9823.91
Fisher River near Copeland, N. C. (2A-1130) Lat 36°20', long 80°40', drain- age area, 121 sq mi; mean annual precipitation, 49.94 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges -
Date
Jan. 1Nov. 1Mar. 28Oct. 6Apr. 6Aug. 25Oct. 19Aug. 18Aug. 14Dec. 28Sept. 6July 5July 15Oct. 20Mar. 15June 14Oct. 9June 17May 31Dec. 7Mar. 11Mar. 24Feb. 21June 11Sept. 27Sept. 17Aug. 3Sept. 30Feb. 5
Peak discharge
(cfs)
2,0606,8902,9807,6006,7805,460
10,5008,160
27,3001,7404,2005,5304,0705,7602,160
16,4003,8006,0004,8703,9803,1006,1203,8003,3504,0705,0005,2005,0004,230
Antecedent base
discharge (cfs)
82122190
84187
88141158
86113
71180
8998
1887775
134153166171228
88881680
10770
200
Direct runoff
(in)
0.31.66.82
1.99.88
1.262.221.462.50
.32
.58
.48
.41
.74
.323.20
.721.181.29
.76
.581.39
.49
.411.221.13
.501.33
.69
Associated precipitation
(in)
1.103.171.862.742.094.644.415.221.29
.954.502.681.872.831.88
11.085.754.913.082.691.772.652.482.667.313.802.535.321.77
Storm duration (days)
1II11411322111222451121122221
Antecedent precipitation
(in)
5-day
0.061.221.2901.24
.30
.112.26
.40
.21
.171.141.340
.12000
.591.75
.03
.30
.381.010
.53
.210
.84
30-day
3.398.766.755.895.985.066.796.473.741.678.543.521.694.761.853.703.601.816.932.572.845.563.554.403.114.763.406.522.86
Annual runoff (in)
13.1320.1515.5126.5323.7024.5722.7620.9917.3612.2215.6625.9918.8620.9121.6318.7421.7828.2822.0318.4121.9019.0412.7513.819.86
20.3227.6217.4028.17
236 NORTH CAROLINA
French Broad River at Blantyre, N. C. (3B-4430) Lat 35°17'56", long 82°37'27" drainage area, 296 sq mi; mean annual precipitation, 59.78 in.
Water year
1921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 14Mar. 28May 30Jan. 17Dec. 9Jan. 19Nov. 16Aug. 16Mar. 14Oct. 2Apr. 22Dec. 14Oct. 17Mar. 5Jan . 10Apr. 7Jan. 3Oct. 20Aug. 19Aug. 14July 7May 21Dec. 30Mar. 30Feb. 22Jan. 8Jan. 20Aug. 5July 13Sept. 9Dec. 7Mar. 11Feb. 22Jan. 23Dec. 30Apr. 16Apr. 5Nov. 19Apr. 13Oct. 11
Peak discharge
(cfs)
a5,1704,8405,2204,4704,2805,1003,700
26,50010,6005,4203,9604,280
15,6006,1108,0409,4706,5609,4706,180
20,8003,580
12,80013,8004,2203,3608,7205,4004,7208,0105,1806,8809,730
11,3007,2904,5703,900
12,8004,2703,9004,660
Antecedent base
discharge (cfs)
7561,2301,4701,330
371352477930
1,3901,0001,000
645434942942
1,300938478499310436779643
1,490800
1,230960689907
1,320568
1>1701,020
862263890845666755640
Direct runoff
(in)
1.161.322.16
.981.441.31
.653.993.261.52
.78
.833.292.422.482.443.912.461.644.04
.973.124.441.66
.533.752.421.742.431.621.652.042.582.101.24
.753.812.26
.891.92
Associated precipitation
(in)
3.352.435.823.465.794.282.555.614.732.172.424.218.115.144.675.448.187.256.81
10.986.689.007.174.072.638.786.857.538.124.904.935.445.746.306.523.158.806.634.626.42
Storm duration (days)
1131412222211232411231232464421123214534
Antecedent precipitation
(in)
5 -day
001.201.6300
.261.6203.86
.534.2002.961.023.030
.22
.86
.401.312.46
.571.031.14
.501.00
.341.513.471.2701.673.0801.72
.01
.7500
30-day
4.916.477.094.82
.903.112.537.657.16
13.316.947.205.943.023.569.116.643.577.493.494.604.304.559.163.826.135.366.69
10.5011.042.206.047.594.634.77(b)3.494.444.724.28
Annual runoff (in)
_51.8840.5047.7729.9028.5130.7751.8451.9738.3531.6239.9959.5339.4247.0546.2953.5741.2643.2234.3229.6745.1053.2336.9232.8552.4734.9947.2671.7251.8737.4245.8138.8033.1833.6926.7742.7753.7740.0953.97
a Maximum during period December to September, b Record Incomplete; not computed.
NORTH CAROLINA 237
French Broad River at Calvert, N. C. (3B-4395) Lat 35"08"55", long 82°47'59' drainage area, 103 sq mi; mean annual precipitation, 75.93 in.
Water year
1925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Dec. 8Jan . 18Nov. 9Aug. 15Sept. 26Oct. 2Apr. 22Dec. 31Oct. 17Sept. 29Jan. 9Apr. 6Oct. 9Oct. 19Aug. 18Aug. 13July 7May 20Dec. 29Mar. 29Apr. 17Feb. 10Jan. 20Aug. 3June 16Sept. 1Dec. 7Mar. 11Feb. 21Jan. 22Feb. 6
Peak discharge
(cfs)
4,4904,4901,660
16,1004,7302,4303,7602,8206,7203,1005,8705,1003,8805,5808,000
12,3002,4506,5105,8102,0102,6103,7503,6004,1205,1906,1405,6006,9606,0705,0103,580
Antecedent base
discharge (cfs)
225148115278250444373296162232426455250183194121199306241525261512517277290234268420389349159
Direct runoff (in)
1.041.13
.434.382.051.071.171.084.16
.582.062.061.852.251.543.251.291.603.431.18
.481.071.442.131.561.821.371.822.842.231.13
Associated precipitation
(in)
4.864.06
.396.183.693.582.00
.268.002.214.495.014.566.856.94
11.177.056.019.644.362.854.105.159.217.448.045.025.666.126.264.77
Storm duration (days)
1112221111223112312312243411122
Antecedent precipitation
(in)
5-day1.7700
.5703.03
.66
.040
.89
.422.990
.24
.86
.391.582.42
.711.1501.392.65
.25
.331.231.5101.593.39
.41
30-day
2.673.433.013.1.65.73
13.337.068.904.935.603.54
-9.044.583.837.833.925.144.255.049.605.805.688.04
11.803.934.472.545.368.175.072.69
Annual runoff (in)
31.4329.9933.9655.0058.4739.4133.7443.2759.1638.4151.3847.5158.7545.7347.9335.7934.3648.9355.9938.4133.6254.6336.1548.3475.9657.0439.8048.1142.8636.8738.04
French Broad River at Rosman, N. C. (3B-4390) Lat 35°08'32", long 82°49'28" drainage area, 67.9 sq mi; mean annual precipitation, 76.17 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Oct. 9Oct. 19Aug. 18Aug. 30July 7May 20Dec. 29Mar. 29Apr. 17Feb. 10Jan. 20Aug. 3June 16Sept. 1Dec. 7Mar. 11Feb. 21Jan. 22May 22Apr. 15Apr. 4Dec. 20Jan. 21Oct. 9
Peak discharge
(cfs)
3,7402,5605,4006,1009,4101,9705,7404,9401,3402,3602,4602,7303,6204,0805,7004,5005,6604,3803,0602,5302,7005,1803,3803,5302,880
Antecedent base
discharge (cfs)
300154114125167113183154335174339359207185122192265251214238244275249122TO8
Direct runoff
(in)
1.701.302.311.192.781.411.784.271.63
.631.101.612.461.481.911.461.602.221.941.47
.852.461.041.002.01
Associated precipitation
(in)
7.526.056.507.217.396.569.02
10.044.542.374.085.208.836.738.085.325.516.115.934.444.248.823.213.767.22
Storm duration (days)
2211133231233331113212224
Antecedent precipitation
(in)
5-day
4.49.80.27.70.00
1.682.61
.991.12
.001.44
.2.801.30
.351.561.56
.011.573.042.022.442.33
.14
.960
30-day
13.567.673.728.28
11.904.814.225.59
10.175.125.667.60
10.734.304.872.574.226.995.278.61(a) '7.219.579.729.69
Annual runoff (in)
_55.2545.6847.4235.6933.6748.1056.5138.1233.8554.9436.5550.1174.0254.1240.7345.6440.7934.7537.6830.9046.6757.7540.6252.58
a Record incomplete; not computed.
238 NORTH CAROLINA
Hazel Creek at Proctor, N. C. (3B-5140) Lat 35°28'38", long 83°42'58"; drainage area, 44.4 sq mi; mean annual precipitation, 63.63 in.
Wateryear
1943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
July 30Feb. 17July 26Jan. 8Jan. 20Feb. 14Jan. 5Oct. 31Mar. 29Dec. 21
Peakdischarge
(cfs)
2,5403,8801,4401,7403,3701,6601,3404,5004,8701,250
Antecedentbase
discharge(cfs)
77176
46149176211165
74134193
Directrunoff
(in)
0.761,64
.352.945.412.481.292.302.751.21
Associatedprecipitation
(in)
3.523.273.123.538.804.073.986.336.562.54
Stormduration(days)
2223632231
Antecedentprecipitation
(in
5-day
2.111.38
.16
.051.001.201.09
.47
.112.51
30 -day
9.886.434.221.068.827.075.514.195.736.04
Annualrunoff(in)
43.8136.5036.7845.6134.0131.8947.1053.2033.6836.31
Hominy Creek at Candler, N. C. (3B-4485) Lat 35°32'28" J long 82°40'35"; drainage area, 79.8 sq mi; mean annual precipitation, 49.29 in.
Wateryear
19431944194519461947194819491950 '1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 28July 19Apr. 17Feb. 10Jan. 20Sept. 6June 16Sept. 9Dec. 7Mar. 11Feb. 21Jan. 22July 28Apr. 15Apr. 4Nov. 19Dec. 28Feb. 5
Peakdischarge
(cfs)
1,520935935
2,1601,5501,6406,8001,3002,8901,6701,2501,480
918935
4,4101,1401,8501,570
Antecedentbase
discharge(cfs)
563157
12762357764
105103101
4846
12890
12233
134
Directrunoff
(in)
0.30.11.25.72.88.40
1.36.82.66.45.47.61.95.28
1.76.34.47.29
Associatedprecipitation
(in)
4.561.993.193.425.013.568.225.243.072.212.694.761.812.175.332.884.311.80
Stormduration(days)
321152321113222322
Antecedentprecipitation
(in
5-day
0.48.63
0.89.59.14
03.601.310
.872.14
.452.131.481.3202.11
30-day
2.291.703.773.183.661.491.897.672.122.924.662.764.465.393.393.291.234.18
Annualrunoff(in)
16.7211.4510.6420.0911.1714.9224.8919.3015.7416.6710.809.389.878.72
16.2620.4013.6319.15
NORTH CAROLINA 239
Ivy River near Marshall, N. C. (3B-4530) Lat 35°46'10", drainage area, 158 sq mij mean annual precipitation, 34,
long 82°37'16"; 837 in.
Water year
1935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959I960
Data relative to annual peak discharges
Date
Jan. 9Aug. 8Sept . 8Mar. 10Feb. 15Aug . 30July 16June 13Dec. 29June 17Feb. 17Jan. 7Jan . 20Feb. 12June 16Mar. 13Dec. 7Mar. 23Feb. 21Jan. 22Mar. 19Apr. 16Apr. 5Dec. 20Dec. 28Feb. 5
Peak discharge
(cfs)
2,8305,8505,3503,3602,6708,8803,3703,1703,6704,2902,4307,1903,8203,1003,3702,7402,3602,3905,6305,8602,3403,3708,6803,7803,4501,990
Antecedent base
discharge (cfs)
13344
105292357
7664
1588143
326200150266
6116011918-6224118244290135140
30184
Direct runoff
(in)
0.43.21.23.58.54
1.25.88.56.86.11.59
1.601.43
.85
.60
.77
.27
.66
.871.57
.76
.551.87
.48
.50
.30
Associated precipitation
(in)
3.552.111.661.661.454.954.003.112.701.051.733.494.481.873.852.251.642.141.914.682.571.503.691.643.131.30
Storm duration (days)
12212134212253322213311122
Antec precipi
(in
5 -day
0.10.94.43
1.15.01.63
1.31.28.22
1.40.19.58.50.42.10
1.17.51
1.512.351.471.34
.83
.51
.06
.40
sdent tat ion
30 -day
2.474.285.914.364.886.325.515.482.824.042.632.953.893.741.362.352.253.575.943.044.024.992.184.99(a)2.76
Annual runoff (in)
14.2819.9617.0214.3511.169.917.928.83
12.8810.3914.6217.7810.5911.3616.5017.2910.4110.558.75
11.328.85
10.1716.1615.8012.1715.84
a Record missing; not computed.
Jonathan Creek near Cove Creek, N.C. (3B-4590) Lat 35°27'22", long 83°00'26"; drainage area, 65.3 sq mi; mean annual precipitation, 55.40 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 4Jan. 30Dec. 28Mar. 3Mar. 12Jan. 19Jan. 3Mar. 10Feb. 3Aug. 30July 16Feb. 16Dec. 29Feb. 18Feb. 17Feb. 10Jan. 20Feb. 14Nov. 28Jan. 19Sept. 1Dec. 21Feb. 21Jan. 22Mar. 22Apr. 15Jan. 31May 11Jan. 21Aug. 12
Peak discharge
(cfs)
1,1601,3001,9301,6001,0502,2702,0501,1502,1203,200
8301,3101,7101,5801,0702,6802,8201,4001,9701,5501,4501,8602,7502,1401,7601,9303,0701,6603,2001,100
Antecedent base
discharge (cfs)
15686
212143170176263169206104154
88122183172255198205
98168
48173183150276189187230
9549
Direct runoff
(in)
0.74.57
1.481.26
.481.991.48
.39
.691.32
.36
.451.48
.62
.341.552.061.381.16
.96
.14
.931.541.87'
.57
.903.30
.35
.91
.66
Associated precipitation
(in)
2.511.843.763.582.704.553.701.801.995.703.022.493.452.042.413.935.382.944.002.592.102.762.675.471.773.058.061.701.744.42
Storm duration (days)
122221211141212232232212114215
Antecedent precipitation
(in)
5 -day
0.78.95
1.571.98
.52
.371.95
.721.51
.081.180
.611.282.341.402.891.22
.51
.80
.232.721.272.151.531.51
H(a)1.07
.08
30-day
2.584.527.863.205.138.484.903.555.367.567.324.816.004.274.005.269.427.895.123882.194.895.695.176.166.05
h(a)4.183.25
Annual runoff (in)
18.5723.3233.1819.8125.3033.6333.1026.4124.2920.9416.1319.1531.5224.0623.3733.7224.9922.1435.3832.2923.0227.2022.0722.0522.6222.9334.4631.4624.9330.45
a Record incomplete; not computed.
240 NORTH CAROLINA
Little Sugar Creek near Charlotte, N. C. (2A-1465) Lat 35 "09"20", long 80"51'10"; drainage area, 41.4 sq mi, and 40.5 sq mi (revised) 1958-60j mean annual precipitation, 43.09 in.
Water year
192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 5Jan. 18Feb. 23Aug. 16Feb. 28Oct. 2Aug. 6June 12Sept. 13June 3July 13Apr. 6Apr. 25July 24July 21Aug. 14July 6June 11Jan. 18July 2Sept. 17Dec. 25Oct. 8Aug. 3Nov. 28Oct. 7Sept. 25Aug. 31Feb. 20Jan. 22Apr. 14Mar. '16Apr. 5Aug. 2Aug. 29Oct. 10
Peak discharge
(cfs)
3,5002,3002,6007,0305,3402,7602,2605,8604,7605,8603,3008,3704,2801,0203,5202,2304,680'6,6003,0404,8403,4302,0501,8003,3603,7302,1602,2404,3602,8503,3704,4503,1602,7805,0602,9003,300
Antecedent base
discharge (cfs)
1.619.1248647111425
76612
25816138.9
428.1
32198.9
13.5296.16.9
40179.6
353526193120101220
Direct runoff (in)
0.501.24
.543.102.641.70
.391.612.83
.93
.343.921.53
.321.23
.601.482.021.271.284.30
.78
.991.162.16
.83
.422.121.041.721.981.12
.78
.61
.88
.84
Associated precipitation
(in)
2.792.001.725.323.825.442.304.094.123.191.785.443.742.545.512.934.005.153.376.597.801.724.535.404.144.27
.653.801.743.052.672.761.451.313.541.76
Storm duration (days)
121222121112222222212113222112221123
Antecedent precipitation
(in)
5 -day
001.495.09
.79
.56
.31
.29
.011.11
.732.31
.291.5001.47
.26
.77003.14
.110
.252.0701.801.601.041.69
.49
.14
.16
.641.680
30 -day
0.504.012.716.875.072.296.412.042.763.313.229.162.162.392.883.294.117.351.842.666.934.422.741.544.272.243.707.165.003.782.093.263.136.216.045.55
Annual runoff (in)
12.2310.26
6.6525.2717.5913.4611.2916.7016.9411.3914.2828.4217.808.43
14.918.87
10.0514.0813.9116.1716.9813.6513.1921.7620.8912.96
7.7916.7712.8711.6912.5312.0410.9918.6617.8224.66
a Maximum during period June to September.
Li^le Tennessee River at jot la, N. C. (3B-5020) Lat 35 C14'05", long $3 25'5E)'; drainage area 325 sq mi; mean annual precipitation, 54.76 in.
Wateryear
19291930193119321933193419351936193719381939194019411942194319441945
Data relative to annual peak discharges
Date
Sept. 2 6Nov. 4Apr. 22May 1Dec. 28Mar. 4Jan. 9Sept . 30Jan. 3July 23Feb. 15Aug. 30July 7Feb. 17Dec. 29Mar. 29Sept. 14
Peakdischarge
(cfs)
alO,1004,5503,7505,4209,5806,3204,970
10,9006,7307,5306,350
19,6004,3004,940
10,4005,1102,990
Antecedentbase
discharge (cfs)
362525820715
1,410758798252700324890415£15652660
1,380189
Directrunoff(in)
2.011.12
.64
.743.381.871.151.262.782.311.392.131.12
.802.722.11
.70
Associatedprecipitation
(in)
8.073.643.413.997.86"7.602.645.897.489.103.238.306.153.115.183.956.23
Stormduration(days)
24223222552232334
Antecedentprecipitation
(in)
5-day
0.96.02.66
1.0403.971.32
.73
.01
.612.97
.011.91
.01
.82
.88
.17
30-day
7.732.948.824.629.005.613.713.095.705.01
10.848.116.114.925.529.563.01
Annualrunoff(in)
_31.2821.1231.4842.3222.4132.5240.0737.2530.1533.4323.9121.3331.0339.5630.7024.45
NORTH CAROLINA 241
Little Tennessee River near Prentlss, N. C. (3B-5000) Lat 35 "08"57", long 83"22'46"; drainage area, 140 sq mi; mean annual precipitation, 73.58 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 17Feb. 10Jan. 20Feb. 14June 16Mar. 14Dec. 7Mar. 11Feb. 21Jan. 22May 23Apr. 16Apr. 5Nov. 19Jan. 22Feb. 11
Peakdischarge
(cfs)
1,3003,8803,2502,2705,9003,1802,0005,1904,0603,4303,1503,4103,7502,3102,5201,900
Antecedentbase
discharge(cfs)
95629360495303425304510439519489532400203190620
Directrunoff(in)
1.02li541.261.592.081.48
.591.831.771.831.721.271.571.66
.81
.57
Associatedprecipitation
(in)
6.544.483.673.697.604.703.414.785.526.495.334.094.566.584.082.29
Stormduration(days)
4223221122311611
Antecedentprecipitation
(in)
5-day0.14
.903.541.84
.58
.531.7701.463.633.041.742.44
.871.362.36
30 -day
3.174.599.625.853.875.992.925.517.527.075.79(a)5.644.365.316.22
Annualrunoff(in)
25.4847.1027.7136.8756.9944.0430.6440.1530.1031.6330.6528.2234.8243.4328.3641.70
a Record incomplete; not computed.
Lower Little River at Manchester, N. C. (2A-1030) Lat 35°11'40", long78"59"15"; drainage area, 348 sq mi; mean annual precipitation, 48.80 in.
Wateryear
193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
Mar. 3Mar. 15Apr. 7Aug. 21July 13Mar. 22
(b)Dec. 31Apr. 16Feb. 14Aug. 29Oct. 10
Peakdischarge
(cfs)
a2,9601,1102,7602,5402,1504,880
(c)2,0802,3404,1604,4802,340
Antecedentbase
discharge(cfs)
976323540250
1,000895162615435
1,050444200
Directrunoff(in)
1.57.23.36.79.45
1.193.38
.97
.771.101.72
.50
Associatedprecipitation
(in)
4.111.411.405.013.093.46
10.302.873.501'.626.102.27
Stormduration(days)
422522453162
Antecedentprecipitation
(in
5-day1.330
.982.503.87
.20
.14
.30
.411.711.960
30-day:6.582.635.487.88
10.895.935.164.312.927.168.794.38
Annualrunoff(in)
-9.588.95
11.6216.1522.4119.8621.6715.2021.2022.8414.58
a Maximum during period b Sept. 18 or 19. c Peak discharge.
November to September.
242 NORTH CAROLINA
Mayo River near Price, N. C. (2A-0705) Lat 36°32', long 80°00'; drainage area, 260 sq mi; mean annual precipitation, 42.19 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 2Aug. 22Mar. 6Oct. 17Mar. 4Mar. 13Jan. 19Jan. 3Oct. 19Aug. 18Aug . 14July 17Aug. 17June 8Sept. 30Sept. 18Jan. 8Jan. 20Oct. 10Aug. 29May 15Feb. 7Dec. 21Mar. 24Jan. 22Oct. 15Apr. 16Sept. 17Apr. 28Sept. 30Feb. 6
Peak discharge
(cfs)
15,9003,9607,300
15,6005,5503,880
11,2008,020
30,00012,30019,0003,720
10,4008,3706,310
17,0003,9003,190
20,8005,7202,4604,3506,3108,1303,6806,9604,450
13,2004,230
10,5005,740
Antecedent base
discharge (cfs)
194122288
7817831939029428021320039023425215032042042115535731625338836424150
288149455160350
Direct runoff
(in)
1.89.39.65
1.73.72.47
1.31.92
2.001.262.22
.39
.83
.97
.842.77
.64
.472.06
.57
.46
.45
.85
.78
.68.64.43
1.60.41
1.43.59
Associated precipitation
(in)
6.141.701.306.152.06
.742.532.624.884.386.562.532.123.873.504.35
.552.153.702.991.161.861.693.042.784.981.987.922.245.952.08
Storm duration (days)
2312221211133222322111121124121
Antecedent precipitation
(in)
5-day0.23
.171.52
.148.52
.71
.68
.75
.12
.341.401.861.090
.313.33
.021.15
.44
.352.10
.021.59
.261.1001.161.141.360
.76
30-day1.605.343.183.172.863.795.625.407.355.016.459.997.983.705.796.00
.694.374.956.484.481.754.846.082.981.194.395.805.607.162.57
Annual runoff (in)
16.0410.7111.1519.7712.7918.9319.7721.2522.8616.7216.0713.2816.8820.1514.0317.6520.0213.8519.1925.0016.8315.6017.4114.7310.5214.4111.3916.6221.5815.5224.78
Middle Creek near Clayton, N. C. (2A-0880) Lat 35°34'10", long 78°35'30" drainage area, 80.7 sq mi; mean annual precipitation, 46.70 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 22July 15Sept. 8July 14Mar. 21Sept. 18Apr. 27Sept. 22Feb. 14May 11May 17Apr. 9Sept. 1Feb. 16Jan. 23Sept. 4Mar. 17June 9May 7Sept. 4Oct. 24
Peak discharge
(cfs)
a5771,3501,4302,2601,6003,460
950850
1,5503,260
426360
4,1001,1003,0705,4001,3302,0303,7201,7601,690
Antecedent base
discharge (cfs)
771503176
161404418
2574413543482
160317690
13944
105
Direct runoff
(in)
0.46.73
1.051.041.303.58
.70
.331.782.02
.27
.321.98
.802.244.311.151.302.591.401.42
Associated precipitation
(in)
1.123.243.661.202.728.562.905.381.314.721.061.443.621.963.909.933.362.484.834.103.40
Storm duration (days)
112123211221212341231
Antecedent precipitation
(in)
5-day0
.65
.172.06
.08
.0101.321.89
.77
.96
.67
.58
.532.78
.23
.103.21
.43
.86
.41
30 -day3.226.485.966.904.806.043.535.046.793.733.043.32
10.854.594.828.29(b)7.244.474.336.38
Annual runoff
(in)
_10.4411.5219.3117.6618.8919.4711.4916.4925.269.886.13
14.8416.0914.6314.6612.4716.5625.8120.9826.11
a Maximum during period November to September, b Record incomplete; not computed.
NORTH CAROLINA 243
Mills River near Mills River, N. C. (3B-4460) Lat 35°23'45", long 82°35'25"; drainage area, 66.7 sq mi; mean annual precipitation, 62.23 in.
Water year
1925192619351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 8Jan. 18Jan. 9Apr. 6Oct. 16Oct. 19Aug. 18Aug . 30Aug. 4May 20Dec. 29Mar. 20Apr. 17Feb. 10Jan. 20Sept. 6June 16Sept. 1Dec. 7Mar. 11Feb. 21Jan. 22Dec . 30Apr. 16Apr. 4Nov. 19Jan. 22Aug. 13
Peak discharge
(cfs)
1,6002,6703,5601,8503,5602,3402,600
10,000900
2,7302,670
935995
1,8202,3102,6305,3301,4602,9103,3602,6102,4501,5201,7404,3401,6801,7101,570
Antecedent base
discharge (cfs)
12155
134420166
9159
138106191113146110246165
76129
7715120616311133
223195107100
69
Direct runoff (in)
0.591.042.071.091.971.53
.783.38
.401.402.71
.65
.441.111.44
.992.15
.761.171.061.431.37
.91
.782.671.37
.63
.85
Associated precipitation
(in)
3.263.073.263.453.876.595.088.59
.976.368.283.943.754.384.916.208.865.614.333.344.115.314.383.126.606.093.316.75
Storm duration (days)
1122121222231232321112211514
Antecedent precipitation
(in)
5 -day
1.99.61.24
2.38.57.17.51.25
1.752.79
.63
.0401.042.20
.21
.041.241.7901.502.6902.132.42
.67
.96
.39
30 -day
2.783.602.478.107.273.327.05
20.0312.244.544.725.664.363.775.862.492.343.502.393.955.623.16(a)4.754:842.726.463.22
Annual runoff (in)
__
34.9234.3244.9831.7631.5927.6324.4034.7441.8026.3924.8342.4725.2933.9055.3137.7132.5136.7725.4522.3724.9621.5534.7742.5230.4741.10
a Record incomplete; not computed.
Mud Creek at Naples, N. C. (3B-4470) Lat 35°22'52", long 82°29'54"; drain age area, 109 sq mi; mean annual precipitation, 53.48 in.
Wateryear
19391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Mar. 1Aug. 13Dec. 28May 20Dec. 29Mar. 30Sept. 18Feb. 11Jan. 21Aug. 4Aug. 29Sept. 9Dec. 7Mar. 11Feb. 21Jan. 23Feb. 7
Peakdischarge
(cfs)
1,52010,8001,4808,8803,0701,4301,4402,8001,9301,9105,7402,4705,9405,9403,1504,9301,890
Antecedentbase
discharge(cfs)
2206599
133110273108312378
96281277242245201143102
Directrunoff
(in)
0.753.51
.862.462.181.101.241.221.251.151.91
.791.881.651.372.14
.72
Associatedprecipitation
(in)
2.918.824.256.595.843.335.803.413.365.254.864.104.124.013.825.433.16
Stormduration(days.)
32423342223211132
Antecedentprecipitation
(in)
5 -day1.82
.8202.53
.40
.70
.271.032.33
.52
.74
.802.11
.011.142.37
.22
30-day11.585.092.824.313.687.246.183.606.005.249.787.122.684.485.632.902.11
Annualrunoff(in)
22.7520.8818.4124.8829.6621.5121.0231.3920.8528.7939.5632.2823.7226.8818.8718.6415.93
770-960 O-65 17
244 NORTH CAROLINA
Nantahala River near Rainbow Springs, N. C. (3B-5040) Lat 35 "07"35", long 83"37'11"; drainage area, 51.9 sq mi; mean annual precipitation, 52.45 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 5May 20Dec. 29Feb. 18Jan. 1July 14Jan . 20Feb. 12June 16Mar. 13Mar. 29Mar. 11Feb. 21Jan. 16Mar. 22Apr. 15Jan. 31Dec. 20Jan. 21Apr. 3
Peak discharge
(cfs)
2,4101,6502,9601,550
9802,5802,6701,9606,3001,9901,8002,7602,9703,3202,1402,1704,8602,1902,6901,400
Antecedent base
discharge (cfs)
170118182229185
96275240132240180250257130251259278226130206
Direct runoff (in)
0.951.173.641.211.92
.602.591.503.431.891.791.352.552.69
.931.145.201.121.192.36
Associated precipitation
(in)
2.354.316.162.793.723.036.472.326.815.314.815.155.996.133.324.389.083.735.005.80
Storm duration (days)
23214331122112115216
Antecedent precipitation
(in)
5-day
2.431.131.011.82
.72
.453.181.62
.23
.70
.2401.481.021.361.123.72
.051.800
30-day
5.932.266.605.854.403.428.566.993.938.755.505.288.564.127.707.106.069.296.235.91
Annual runoff (in)
35.9845.1260.3346.0243.6859.2645.8952.5473.2463.5246.2252.6243.4948.9844.7147.2458.1354.2242.5551.10
Noland Creek near Bryson City, N. C. (3B-5135) Lat 35°29'06", long 85°50'15"; drainage area, 15.8 sq ml; mean annual precipitation, 75.39 in.
Wateryear
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6Jan. 3Apr. 8Feb. 3Aug . 30July 7Aug. 3July 30Feb. 17Aug. 23Jan. 7Jan. 20July 13June 16Oct. 30Mar. 29Mar. 11Feb. 21Jan . 1 6July 9Apr. 15Jan. 31Apr. 29Jan. 21Apr. 3
Peakdischarge
(cfs)
649447707625
1,530810840
1,0501,130
7441,2601,300
959938715745931827987
1,210614
1,430485980729
Antecedentbase
discharge(cfs)
85376481216321305420475913242847515319206094533039
Directrunoff
(in)
2.382.01
.991.171.651.22
.69
.591.62
.584.067.76
.871.591.992.821.101.762.831.601.877.841.691.25
b2.26
Associatedprecipitation
(in)
3.592.632.621.905.524.684.923.102.953.364.97
10.313.746.175.495.643.242.976.366.293.55
11.824.003.541.74
Stormduration(days)
1232133121363222112526411
Antecedentprecipitation
(in)
5 -day2.462.311.231.87
.063.34
.222.021.69
.56
.08
.97
.01
.74
.56
.1701.631.15
.96
.873.91
.382.791.35
30-day8.626.828.027.227.106.887.06
10.855.659.004.379.795.413.036.356.394.889.652.726.926.696.552.86(a)7.25
Annualrunoff(in)
43.8151.3545.6539.2033.2429.4640.6453.5339.3140.8247.9440.0141.3759.1559.9938.6042.3236.2735.2843.4245.6149.7848.2832.8746.01
a Record incomplete; not computed.b Runoff probably increased by unobserved precipitation.
NORTH CAROLINA 245
North Fork New River at Grumpier, N. C. (3A-1625) Lat 36°30', long 81°23' drainage area, 277 sq ml; mean annual precipitation, 43.49 In.
Water year
1928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Aug. 16Feb. 28Oct. 2Aug. 22May 1Feb. 8Mar. 27Mar. 26Nov. 13Jan. 3July 23Aug. 18Aug. 14Dec. 28Mar. 9Dec. 30Feb. 18May 18Jan. 8Jan . 20Nov. 3Aug. 28Nov. 1Dec. 7Feb. 3Feb. 21Jan. 22Mar. 18Apr. 16Apr. 5May 7
Peak discharge
(cfs)
a5,9706,2506,6702,9804,5703,6704,2207,5005,9103,4503,4003,670
73,0003,4503,8507,7806,620
11,4008,8307,2906,380
11,3004,870
15,1004,3805,7307,9207,9009,500
10,1003,930
Antecedent base
discharge (cfs)
365553220204352512520890178310474263340190110592500414424510464710241340550468381474628390850
Direct runoff (in)
1.451.31.06
.58
.58
.45
.381.19
.911.321.38
.378.23
.678
.6971.081.091.952.111.17
.8961.081.111.37
.64
.901.002.031.211.44
.70
Associated precipitation
(in)
3.363.354.514.392.211.622.472.562.1683.843.693.454
11.262.862.5782.351.523.612.862.922.542.654.353.061.831.763.104.393.013.431.93
Storm duration (days)
5354244426416573225332422224222
Antecedent precipitation
(in)
5-day
0.396.208
1.202.210
2.1201.474
.5701.880
.5200
.754
.3441.1080
.120
.530
.770
.634
.2762.170
.8162.026
.3851.320
.415
.8181.54
.70
.821.22
.75
30-day
0.6041.3873.3825.7003.2504.6803.7403.9202.6401.5502.9846.7106.9101.2503.3803.7301.9946.6442.7983.8985.2326.092.1592.6473.9274.492.533.974.042.715.29
Annual runoff (in)
_31.5522.8017.9519.7624.2715.2029.6426.5522.2927.4619.1423.9114.9018.6524.5520.1528.7326.0020.0123.9929.7825.8421.0317.9918.1215.0620.8618.3029.1530.55
a Maximum during period July to September.
North Toe River at Altapass, N. C. (3B-4620) Lat 35°53'59", long 82°Ol'50"j drainage area, 104 sq ml; mean annual precipitation, 49.51 in.
Water year
19391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Aug. 18Aug. 13July 7May 15Dec. 30Sept. 30Sept. 18Jan. 8Jan. 20Nov. 3Aug. 28Sept. 9Dec. 7Feb. 3Feb. 21Jan. 22Apr . 14Apr. 16Apr. 5Dec . 20
Peak discharge
(cfs)
2,53022,200
8783,0203,2901,5003,4502,9401,9602,5904,7601,5804,9701,8202,7603,5205,7102,6105,3402,790
Antecedent base
discharge (cfs)
6279
118101146
45140220110217246152249217180173181331190247
Direct runoff
(in)
0.605.74
.66
.991.44
.431.212.011.251.151.46
.601.08
.571.101.582.30
.921.89
.70
Associated precipitation
(in)
4.5710.595.514.433.463.964.693.644.173.564.332.482.282.372.734.806.032.053.852.26
Storm duration (days)
23523223622222123222
Antecedent precipitation
(in)
5-day
0.31.65.64.24.34.01
2.39.58.76
1.071.09
.811.471.25
.831.271.011.171.50
.02
30 -day
3.696.463.492.582.572.30
-5.214.933.707.296.196.232.904.205.092.306.525.323.125.15
Annual runoff (in)
23.5225.2516.5025.6028.1118.7327.1030.2519.0628.4235.3527.6722.0120.1820.2320.2424.2220.3130.3435.22
246 NORTH CAROLINA
Oconaluftee River at Birdtown, N. C. (3B-5120) Lat 35°22'42", long83"21'13"; drainage area, 184 sq mi; mean annual precipitation, 60. 50 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 6Jan. 19Mar. 29Dec. 21Feb. 21Jan. 16July 9Apr. 16Jan. 31Nov. 19Jan. 21Nov. 28
Peakdischarge
(cfs)
9,4206,4708,7807,070
11,3007,970
10,5008,360
11,6005,700
12,6006,930
Antecedentbase
discharge(cfs)
152680445609565210266681798217380380
Directrunoff(in)
0.631.451.851.271.981.73
.561.444.451.571.23
.89
Associatedprecipitation
(in)
2.352.794.422.752.904.801.843.008.835.002.251.68
Stormduration(days)
122211316511
Antecedentprecipitation
(in)
5-day1.931.13
.102.461.54
.79.48
1.162.691.34(a)2.03
30 -day3.595.855.015.477.771.784.25(a)4.283.205.304.77
Annualrunoff(in)
47.8044.7332.1833.8330.0929.8733.2035.3839.7640.0531.3140.58
a Record incomplete; not computed.
Oconaluftee River at Cherokee, N. C. (3B-5110) Lat 35°29'04", long 83 C18'56' drainage area, 151 sq mi; mean annual precipitation, 71.40 in.
Water year
19221923192419251926192719281929 193019301931193219331934193519361937193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
Jan. 21Dec. 17Jan. 3Dec. 8Jan. 18Dec. 25Sept. 3Mar. 5Nov. 15Mar. 19Apr. 4Jan . 30Dec. 28Mar. 3Mar. 12Apr. 6Jan. 3July 23Feb. 3Aug . 30July 7Feb. 16Dec. 29Feb. 18Feb. 17Jan. 7Jan . 20Feb. 14Nov. 6
Peak discharge
(cfs)
_3,0303,5206,8403,8704,4303,1904,8202,1102,1104,0704,0705,8305,3204,5408,7605,9802,4607,8606,3103,8303,4106,9905,5005,340
11,2009,4906,9507,400
Antecedent base
discharge (cfs)
355260355104245619276450399550480300504325583800297299440194123264394356451371398577144
Direct runoff
(in)
3.851.551.331.37
.821.881.571.981.43
.841.551.333.773.681.462.084.111.791.51
.861.31
.873.041.431.284.836.072.66
.71
Associated precipitation
(in)
4.594.562.813.93
.962.424.212.402.681.902.161.525.404.032.663.415.095.162.205.096.842.574.743.042.516.539.673.212.35
Storm duration (days)
23432222311232216521612123631
Antecedent precipitation
(in)
5-day
0.44.42.65
0X 0
1.90.16
2.55.66.19.95
1.2902.041.362.3701.672.06
.31
.560
.851.772.64
.06
.81
.822.13
30-day
4.425.425.051.043.375.805.096.723.943.634.174.278.033.626.268.404.298.096.838.434.804.035.894.854.063.608.086.693.95
Annual runoff (in)
53.4847.5137.1624.3034.7547.3750.7750.3638.0138.0131.0840.5644.1230.1339.9143.5645.7942.1233.9227.7925.3732.7546.2533.8638.1046.4036.7634.5353.18
NORTH CAROLINA 247
Reddles River at North Wllkesboro, N. C. (2A-1115) Lat 36°10', long 81"10"; drainage area, 93.9 sq mi; mean annual precipitation, 49.17 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 14July 19June 12July 9Sept . 30Sept. 17Jan. 7June 14Oct. 17Aug. 28May 12Dec. 7Mar. 11Feb. 21Feb. 21Apr. 14Apr. 16Apr. 5Mar. 31Sept. 30Feb. 5
Peak discharge
(cfs)
27,0007,3304,6003,3604,5008,7802,0303,5402,6805,6002,2104,6907,4002,5002,4403,2702,1504,2901,7304,0403,000
Antecedent base
discharge (cfs)
64307133117
77205149
57118259108138124123
6275
102135193
56174
Direct runoff
(in)
4.56.35
1.12.58.98
2.85.86.89.74
1.02.34.83.89.62.56.76.41
1.23.40
1.08.58
Associated precipitation
(in)
9.484.813.471.694.827.583.524.362.653.972.192933.953.033.224.282.384.131.887.022.49
Storm duration (days)
313322312221111321112
Antec precipi
(in
5 -day
0.883.79
.32
.71
.133.63
.38
.75
.462.57
.931.43
.06
.98
.76
.381.071.921.1101.24
edent tat ion
30 -day
4.907.854.773.874.588.444.703.867.12
10.803.741.613.024.554.64(a)4.43(a)3.167.073.59
Annual runoff (in)
_16.9521.7022.7318.2422.9522.2913.9123.3228.6322.8521.0118.3516.9111.9413.319.79
20.2526.5615.8928.79
a Record incomplete; not computed.
Rocky Creek at Turnersburg, N. C. (2A-1175) Lat 35°54'35", long 80°48'10"; drainage area, 85.5 sq mi, and 102 sq mi (revised) 1957-60; mean annual precipitation, 48.12 in.
Water year
1940194119421943194419451946194719481949195019511952195319541955195619571958195919591960
Data relative to annual peak discharges
Date
Aug. 14July 17Sept. 6Dec. 29Sept. 30Sept. 18Jan. 7June 15Mar. 21Aug. 31May 15De,c . 7Mar. 11Mar. 24Jan. 22Apr. 14Sept. 27Sept. 17Apr. 28Dec. 29Sept. 7Feb. 1
Peak discharge
(cfs)
2,8403,8002,7002,0103,4306,0803,5702,6001,8602,2002,3201,1102,3401,9906,0801,3704,4804,6204,5202,0702,0703,170
Antecedent base
discharge (cfs)
34198
41544850
14844
180119203
90126119
84551346
16053
102124
Direct runoff
(in)
1.391.07
.581.081.193.781.65
.75
.55
.59
.66
.31
.82
.872.66
.792.161.471.66
.77
.641.09
Associated precipitation
(in)
4.612.404.373.344.487.653.276.211.02
.782.281.941.733.534.794.697.783.732.145.022.243.38
Storm duration (days)
3112222111111224222123
Antecedent precipitation
(in)
5 -day
1.27.92.54.27.18
2.02T.22
1.142.782.571.270
.181.60
.26
.19
.011.6702.370
30-day
6.6910.226.612.863.594.914.221.533.41
10.315.621.844.434.482.573.472.793.366.861.296.152.85
Annual runoff (in)
_12.0012.9218.0116.2219.9421.1315.1322.5824.5118.9014.6518.4514.9314.2310.5510.9015.5322.3214.1314.1327.57
248 NORTH CAROLINA
Scott Creek above Sylva, N. C. (3B-5090) Lat 35°23'02", long 83°12'51"; drainage area, 50.7 sq mi; mean annual precipitation, 46.44 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 7Feb. 16Dec. 29May 29Feb. 17Feb. 10Jan . 20Mar. 27July 19Jan. 19Dec. 7Dec. 20Feb. 21Jan. 22Mar. 22July 2Jan. 31July 8May 29Aug. 12
Peak discharge
(cfs)
5451,2101,1401,260
9581,9901,640
8021,7501,360
6851,4201,9601,3601,0701,2302,3201,2602,1201,040
Antecedent base
discharge (cfs)
44748989
131174299160178140
67104130155154
60145
54146
50
Direct runoff (in)
0.66.40
1.13.18.31
1.381.45
.21
.491.00
.23
.591.381.50
.35
.282.39
.44
.84
.47
Associated precipitation
(in)
6.652.564.002.212.244.555.311.702.433.381.953.223.365.471.694.395.383.373.964.08
Storm duration (days)
71212231531212142264
Antec precipi
(in
5 -day
0.580
.881.312.311.002.651.853.35
.941.502.351.183.991.61
.852.161.011.351.03
edent tat ion
30-day
3.933.965.253.333.914.198.755.059.334.152.715.216.105.906.262.985.943.203.622.66
Annual runoff (in)
5.4923.4032.7025.3825.9334.1424.4526.3840.0435.2522.3527.3423.5822.0221.7225.3238.4830.4727.8135.61
Scott Creek at Sylva, N. C. (3B-5095) Lat 35°22'25", long 83°13'05", drain- age area, 55.0 sq mi; mean annual precipitation, 52.81 in.
Wateryear
1929193019311932193319341935193619371938193919401941
Data relative to annual peak discharges
Date
July 10Nov. 3Nov. 16July 4Dec. 28May 8Mar. 12Mar. 26Jan. 3July 23Feb. 3Aug . 30July 7
Peakdischarge
(cfs)
2,200675685405
1,3301,460
7652,0401,5301,1301,3303,360
480
Antecedentbase
discharge /«fQ \\CIB)
150625949
10979
116178150
78158
8989
Directrunoff(in)
0.27.41.27
1.381.44
.08
.371.641.011.19
.421.20
.14
Associatedprecipitation
(in)
1.211.661.972.363.75
.612.573.693.484.882.275.463.23
Stormduration(days)
1332223325213
Antecedentprecipitation
(in)
5 -day
0.42.18.83.12
1.70.09
1.181.132.18
.431.74
.063.42
30 -day
3.333.632.022.717.432.114.893.255.895.536.175.795.92
Annualrunoff(in)
41.3323.9117.7922.5935.4916.0824.2036.03
.32.1826.8925.5119.4316.10
Shooting Creek near Hayesville, N. C. (3B-5460) Lat 35°01'25", long83"42'25"; drainage area, 57.6 sq mi; mean annual precipitation, 75.78 in.
Wateryear
194219431944194519471948194919501951195219531954 1955
Data relative to annual peak discharges
Date
May 20Jan. 18Feb. 27May 17Jan. 20Aug. 2June 16Mar. 13Mar. 29Mar. 23Feb. 21Jan. 16 May 22
Peakdischarge
(cfs)
6901,420
871790
1,2101,2406,8201,390
9201,2101,1401,800 1,450
Antecedentbase
discharge(cfs)
5086
18087
1224155
10782
139124
46 65
Directrunoff
(in)
0.611.051.04
.131.49
.992.751.751.411.821.281.71 1.14
Associatedprecipitation
(in)
4.243.844.001.174.805.028.215.043.324.612.476.51 5.22
Stormduration(days)
312133212212 3
Antecedentprecipitation
(in)
5 -day
1.18.37
1.32.37
2.57.55.06.31.14.85.93.54
1.10
30-day
2.327.029.016.628.906.073.315.174.656.477.493.06 4.08
Annualrunoff(in)
17.4437.3227.1123.0423.8227.9048.8841.3628.7632.9525.9327.99 25.68
NORTH CAROLINA 249
Snowbird Creek near Robblnsvllle, N. C. (3B-5160) Lat 35°18'40", long83"51"35"; drainage area, 42.0 sq mi; mean annual precipitation, 68.52 In.
Wateryear
1943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
July 30Sept. 29Feb. 13Feb. 10Jan. 20Feb. 14Jan. 5June 4Mar. 29Mar. 11
Peakdischarge
(cfs)
2,6202,4301,6902,2503,6502,3203,1603,5807,4302,690
Antecedentbase
discharge(cfs)
10855
107210222184244129140158
Directrunoff
(in)
0.54.83
1.191.813.312.432.451.124.221.24
Associatedprecipitation
(in)
1.764.143.344.326.004.245.133.936.803.37
Stormduration(days)
1212332221
Antecedentprecipitation
(in)
5 -day
2.60.42.37
1.624.791.521.381.89
.090
30 -day
10.234.243.166.76
14.667.206.305.955.394.20
Annualrunoff
(in)
55.3448.0042.3955.6446.9041.3469.3667.6841.0345.80
.South Fork Mills River at The Pink Beds, N. C. (3B-4445) Lat 35°21'58", long 82"44"22"; drainage area, 9.99 sq mi; mean annual precipitation, 71.13 in.
Water year
19271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
Nov. 15Aug. 15Mar. 13Oct. 21Apr. 22July 16Oct. 17Mar. 3Jan. 8Apr. 6Oct. 16Oct. 18Jan. 30Aug. 13Aug. 4May 20Dec. 29Mar. 19Apr. 17Mar. 14Jan. 20Sept. 6June 16
Peak discharge
(cfs)
3172,220
700541284579787331679386853638560
1,610330490618309434395504658
1,850
Antecedent base
discharge (cfs)
10.826.054.019.025.011.512.231.026.046.032.014.021.015.014.030.021.032.022.035.040.09.4
18
Direct runoff
(in)
0.755.324.921.21
.63
.533.952.642.701.233.272.821.606.52
.292.644.861.261.252.202.351.853.32
Associated precipitation
(in)
2.426.204.174.302.00
.527.514.864.184.704.547.874.02
13.061.255.839.783.765.046.055.198.05
11.02
Storm duration (days)
22211112221213222213224
Antecedent precipitation
(in)
5 -day0
.57
.090
.660
.03
.02
.392.86
.76
.16
.671.95
.692.70
.84
.0301.182.040
.10
30 -day2.00-
6.407.277.062.255.013.363.338.838.663.834.796.56
10.314.345.526.384.953.667.181.702.68
Annual runoff (in)
30.2256.9450.8431.2929.1039.4756.7336.0645.3442.7253.0741.6841.3438.1126.6144.7051.5033.4433.0651.1732.7146.7366.47
250 NORTH CAROLINA
South Fork New River near Jefferson, N. C. (3A-1610) Lat 36°23', long 81"25'; drainage area, 207 sq mi; mean annual precipitation, 12.74 in.
Water year
1925192619291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 9Jan. 18Mar. 14Oct. 2Aug. 22Feb. 3Oct. 17Apr. 9Jan. 9Nov. 13Oct. 17Oct. 19Aug. 18Aug. 14July 7Mar. 9Dec. 30Sept. 30Sept. 18Jan. 8Jan. 20Nov. 3Aug. 28Sept . 9Dec. 7Mar. 11Mar. 24Feb. 21Apr . 14Apr. 16Apr. 5Dec. 21Sept. 30Mar. 31
Peak discharge
(cfs)
4,0004,0004,3007,0902,4403,5808,6103,3907,8703,6103,7303,4904,090
52,8002,7403,4703,5403,2609,2803,9001,9904,8008,4603,7508,0604,1004,2303,5305,1502,2506,5403,4009,8604,530
Antecedent base
discharge (cfs)
452254624421161468169376414235233251174287202 130
316178449434460572881456598332518221307404540524224584
a Record incomplete; not computec
Direct runoff (in)
0.621.922
1.2491.225
.672
.3671.486
.7121.141
.575
.740
.849
.6648.8651.497
.855
.903
.5802.182.205
.440
.8611.722
.6991.453
.8081.10
.68
.77
.411.56
.651.781.74
Associated precipitation
(in)
1.502.103.135.324.302.105.823.533.673.023.793.813.87
12.807.121.053.263.553.994.422.673.764.732.063.913.913.984.004.382.354.592.956.791.89
Storm duration (days)
1224322122121387322432222121321222
Antecedent precipitation
(in)
5-day
0.20
01.40
.241.28
.08
.11
.46
.49
.41
.06
.20
.91
.961.51
.63
.052.37
.421.591.692.47
.231.770
.45
.69
.66
.702.40
.010
.04
30 -day
1.182.325.235.195.644.085.684.302.653.254.924.506.966.593.824.593.145.216.221.814.49
10.3111.328.342.582.346.954.35(a)4.284.496.715.664.48
Annual runoff (in)
17.8321.9535.0726.6020.8820.0136.3520.7035.4128.8526.4728.0423.7032.8422.9825.6528.0220.5630.7031.5319.7430.6243.8532.0627.3621.2523.7117.4320.8616.2132.3938.0222.4937.07
South Toe River at Newdale, N. C. (3B-4635) Lat 35°54'30", long 82°ll'30"j drainage area, 60.8 sq mi; mean annual precipitation, 51.36 in.
Water year
1934193519361937193819391940194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
June 18Jan. 9Sept. 30Oct. 16Oct. 19Aug. 18Aug. 13July 14Sept. 2 7Dec. 29Sept. 30Sept. 18Mar . 14Oct. 8Oct. 17June 16Sept. 1Dec. 7Feb. 3
Peak discharge
(cfs)
3,04011,7004,250
12,1003,0406,480
29,4003,3802,3803,1802,9604,3004,1106,5707,740
14,30011,7006,2404,390
Antecedent base
discharge (cfs)
103158
58175118
6794975496
50270148
51158
9850
213180
Direct runoff
(in)
0.623.861.165.541.961.21
12.202.77
.572.52
.992.451.731.682.555.804.131.562.22
Associated precipitation
(in)
4.255.954.017.194.283.79
13.945.943.284.744.424.923.503.903.45
10.418.063.393.48
Storm duration (days)
1312413523125123613
Antecedent precipitation
(in)
5-day
01.22
.77
.65
.241.161.461.49
.02
.4001.50
.850
.77
.05
.612.13
.88
30-day
6.753.614.616.223.335.137.167.594.202.762.886.162.363.254.541.374.522.994.43
Annual runoff (in)
13.9549.4341.0148.3335.8533.5146.6724.7331.6435.4026.8536.4741.4528.4049.8266.4046.3532.6520.18
NORTH CAROLINA 251
South Yadkin River near Mocksville, N. C. (2A-1180) Lat 35°51'00", long 80"40'00"; drainage area, 515 sq mi; mean annual precipitation, 46.47 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 1Aug. 15July 18Sept. 7Jan . 30Oct. 1Sept. 19Jan. 8Jan. 16Apr. 1Nov. 30May 14Apr. 9Mar. 12Mar. 23Jan. 23Apr. 15Sept. 28Sept. 18Apr. 29Sept. 8Feb. 2
Peak discharge
(cfs)
3,1104,6003,9003,3904,1004,7808,0004,5702,7502,7102,9502,7601,6603,1503,4509,2402,9005,7606,5506,7503,0804,370
Antecedent base
discharge (cfs)
33095
335125283150130448179410344268299378324277162
38120635262375
Direct runoff
(in)
0.651.30
.83
.551.081.162.281.10
.52
.66
.88
.33
.40
.72
.702.20
.861.451.361.33
.721.23
Associated precipitation
(in)
2.326.294.804.503.064.557.403.144.622.192.912.592.372.423.074.984.097.793.242.693.002.65
Storm duration (days)
2342222211212222422332
Antecedent precipitation
(in)
5-day
1.451.001.19
.540
.162.490
.171.351.171.79
.740
.161.68
.24
.10
.041.87
.74
.65
30 -day
8.794.518.665.595.253.875.234.523.915.694.673.934.244.563.332.623.041.954.856.774.992.88
Annual runoff (in)
14.569.969.39
10.7015.1213.4015.7816.3811.3717.1618.7815.3211.1315.1812.1511.408.378.49
14.6820.5513.7525.74
Tar River near Tar River, N. C. (2A-0815) Lat 36°12', long 78°34' area, 161 sq ml; mean annual precipitation, 44.30 in.
drainage
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 25Nov. 15Feb. 17Apr . 20Sept. 30Sept. 18Feb. 11
(b)Oct. 10Nov. 29July 10Apr. 3Sept. 1Nov. 20June 17Aug. 18Mar. 17Feb. 1Apr. 6Dec. 29Feb. 19
Peak discharge
(cfs)
a5,5504,3802,3703,2208,050
10,6004,560(b)6,8405,6403,5001,9407,0607,5005,370
13,1004,9206,5004,7906,0504,560
Antecedent base
discharge (cfs)
488.09.4
681819
160608.5
3797270263527
1028860
15514
340
Direct runoff
(in)
1.051.55
.54
.782.414.291.19
.861.271.62
.75
.491.882.191.233.411.222.53
.981.58
cl.17
Associated precipitation
(in)
2.264.781.941.804.657.761.692.121.662.161.561.323.724.113.148.912.244.421.444.271.05
Storm duration (days)
231123212231321635122
Antecedent precipitation
(in)
5-day
0.71.04
0.33
0.01.11.17.07
1.151.17
.19
.75
.65
.88
.63
.40
.83
.760
80
30 -day
3.201.522.252.937.103.102.442.534.344.594.882.647.531.762.864.552.611.453.531.57(d)
Annual runoff (in)
7.576.10
14.2413.8721.9013.83
7.7118.8117.4410.097.29
16.9017.0110.9412.599.80
10.6218.6211.2223.51
a Maximum during period November to September.b Peak discharge not determined, occurred during period of no record.c Runoff probably increased by unobserved precipitation.d Record incomplete; not computed.
252 NORTH CAROLINA
Valley River at Tomotla, N. C. (3B-5500) Lat 35°08'20", drainage area, 104 sq ml; mean annual precipitation, 64,
long 83°58'50"; 16 in.
Water year
19051906190719081909191519161916191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 12Dec. 3Nov. 19Feb. 15Mar. 14Dec. 25Dec. 18Dec. 29Dec. 22Apr. 2Dec. 14Jan. 21Dec. 17Jan. 3Dec. 8Jan. 18Dec. 25Mar. 30Apr. 28Nov. 15Apr. 4Jan . 30Dec. 28Mar. 3Mar. 12Feb. 4Jan. 3Apr. 8Feb. 15Apr. 19July 16Feb. 17Dec. 29Feb. 27Feb. 17Feb. 10Jan. 20Feb. 12Nov. 28Jan. 19Mar. 29Dec. 20Feb. 21Jan. 16Feb. 6Apr. 16Jan . 31Apr. 29Jan. 22Nov. 28
Peak discharge
(cfs)
-_---
4,0003,6503,6504,0505,9503,9506,4003,8202,0301,3902,1202,9005,0503,6502,3401,9003,6506,3405,2001,9068,1003,5403,2403,3301,440
9152,4005,5003,9002,8705,5706,1303,1505,9205,4606,9104,3303,8206,4503,8603,7508,3203,0703,0202,520
Antecedent base
discharge {cfs)
158128230352382166126262242382224378218138
71154246364294294350228394258409216485354518163146182276430461380207490197446213160417
82125266405251186302
Direct runoff
(in)
1.551.104.35
.752.492.051.181.431.512.401.243.682.001.30
.53
.591.851.791.402.56
.721.323.912.161.252.661.221.331.81
.53
.30
.902.891.68
.822.145.371.212.012.153.131.691.562.531.261.185.791.58
.82
.71
Associated precipitation
(in)
2.952.508.55
.614.983.674.013.762.572.772.255.074.513.833.652.603.642.001.754.402.292.706.444.182.984.501.784.044.102.522.532.445.194.102.654.54
10.302.565.323.936.484.052.865.823.553.49
10.274.563.372.59
Storm duration (days)
21132232121344222124324341222241222261232212216211
Antecedent precipitation
(in)
5-day0.350
.121.751.40
.64
.89
.76
.251.301.18
.55
.901.27
.70
.081.811.53
.90
.651.281.3602.551.98
.411.55
.861.8201.9201.401.753.301.551.131.78
.951.76
.052.161.461.06
.81
.622.581.391.722.06
30 -day5.232.602.025.759.886.851.815.743.807.875.554.675.695.941.381.527.905.694.814.354.895.47
10.884.396.76-
3.947.458.933.419.664.317.698.485.536.609.447.648.176.735.004.798.343.552.844.724.603.654.785.61
Annual runoff (in)
30.8142.3549.0034.7143.5726.8834.7134.7129.1847.3735.4349.4141.8128.5819.4123.4837.4646.0145.7432.3117.7834.8443.5721.9925.9336.7529.5934.3727.1417.9615.0625.8337.9129.9126.5035.4727.9425.4945.5544.0726.7731.3326.9627.2224.0631.0236.9936.8824.1530.10
NORTH CAROLINA 253
Watauga River near Sugar Grove, N. C. (3B-4790) Lat 36°14'18",long 81°49'22"j drainage area, 90.8 sq mi; mean annual precipitation, 50.79 In.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 7Sept . 6Dec. 29Feb. 18Sept. 17Jan. 7Jan. 20Nov. 3Aug. 28Sept. 1Dec. 7Mar. 11Feb. 21Feb. 21Apr. 14Apr. 16Apr. 4Dec. 20Sept. 30Mar. 30
Peak discharge
(cfs)
3,0206,9005,4202,3207,0203,5901,8403,9107,0702,880
15,5004,0603,4904,7407,8203,8809,4907,2706,4204,340
Antecedent base
discharge (cfs)
70119119159
92195115232228143284123170
8013224011015648
155
Direct runoff (in)
1.741.171.94
.982.082.451.171.351.46
.982.46
.781.26
.912.14
.973.881.451.68
b3.34
Associated precipitation
(in)
5.712.842.831.913.773.483.503.253.492.604.132.212.042.363.852.306.122.305.021.23
Storm duration (days)
42322361222111314212
Antecedent precipitation
(in)
5 -day
1.79.38.30
1.442.85
.63
.631.11
.931.382.030
.94
.63.86
1.00.14.04
0.28
30 -day
5.284.692.513.345.913.043.057.478.564.593.522.075.234.557.174.651.476.13(a)4.70
Annual runoff
(in)
17.5725.7125.8716.3626.8425.8017.5129.8537.5927.6922.1617.7120.9917.1721.3015.4628.1932.1920.6733.99
a Record incomplete; not computed.b Runoff probably increased by unobserved precipitation.
Yadkin River at Patterson, N. C. (2A-1110) Lat 35°59'30", long 81°33'32"; drainage area, 28.8 sq mij mean annual precipitation, 48.45 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 7Sept. 6July 12Sept . 30Sept. 17Jan. 7July 17Oct. 17Aug. 28Oct. 6Dec. 7Mar. 11Feb. 21Jan. 22Apr. 14Apr. 16Apr. 5Nov. 19Sept. 30July 27
Peak discharge
(cfs)
1,0202,9601,160
-1,5101,330
9801,3801,5001,0201,3904,9301,380
974734538
3,130571
1,9101,120
Antecedent base
discharge (cfs)
22419129
112562433824141424322234834582029
Direct runoff (in)
1.051.88
.44
.421.702.62
.72
.761.35
.40
.911.451.12
.87
.78
.452.82
.481.31
.54
Associated precipitation
(in)
3.764.371.562.523.885.742.482.553.663.652.632.832.973.193.892.106.282.364.053.13
Storm duration (days)
32222542211112314123
Antecedent precipitation
(in)
5 -day
2.04.63
2.25.06
5.331.17
.09
.13
.77
.251.5401.201.07
.541.02
.111.800
.06
30-day
5.936.116.493.508.593.795.715.03
12.612.872.002.604.781.804.823.902.114.245.422.85
Annual runoff (in)
16.9526.3126.0316.8018.7223.5215.8126.6136.0625.8920.7118.6116.5613.2512.6610.2023.0431.2920.3435.88
254 NORTH DAKOTA
Heart River near South Heart, N. Pak. (6A-3430) Lat 46°51 drainage area, 515 sq mi3 mean annual precipitation. 16.
'40", long 102°56'50" 54 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 23Mar. 23Mar. 31Apr. 16Mar. 26Apr. 1Aug. 20Apr. 6June 28July 31June 23Mar. 26Mar. 20Mar. 22
Peakdischarge
(cfs)
al,8601,6402,4004,9702,1003,3001,1205,0301,910
2515,090
9942,2901,580
Antecedentbase
discharge(cfs)
2.4150
110
.8
.2
.31.5
.1
.6112
161
.3
Directrunoff
(in)
0.72b.72
b2.00bl.54b.97
b2.07.19
bl.08.25.04.88
b.33b.82b.42
Associatedprecipitation
(in)
5.78_----
2.21-
2.601.114.01
_--
Stormduration(days)
10blOb21b!7b!9b!8
2b!7
232
-b9b7
Antecedentprecipitation
(in
5 -day0.25-----.11-
2.481.143.71
.02
.110
30 -day2.81-----
2.50-
4.484.027.681.41
.37
.30
Annualrunoff
(in)
-1.362.132.131.292.17
.46
.47
.60
.191.29
.541.14
.76a Maximum during period May to September. b Seasonal snowmelt rise.
OHIO
Beech Creek near Bolton, Ohio (3A-0870) Lat 40°55'50", long 81°08'50" drainage area, 18.8 sq mi; mean annual precipitation, 55.00 in.
Wateryear
19441945194619471948194919501951
Data relative to annual peak discharges
Date
Mar. 7May 17Feb. 26June 7Feb. 14Dec. 16June 24Mar. 4
Peakdischarge
(cfs)
4261,2401,1201,4201,100
9352,210
648
Antecedentbase
discharge(cfs)
7.66.9
10141.6
232.5
25
Directrunoff(in)
0.551.191.141.881.311.201.01
.62
Associatedprecipitation
(in)
1.392.511.212.531.302.443.72
.91
Stormduration(days)
12111111
Antecedentprecipitation
(in)
5-day
0.30.59.02
2.280
.72.02.45
30-day
1.464.381.897.88
.822.384.633.01
Annualrunoff(in)
6.8711.7313.5715.7710.1911.2615.5017.67
OHIO 255
Blanchard River near Plndlay, Ohio (4-1890) Lat 41°03'2l", long 83°41'17"; drainage area, 545 sq ml; mean annual precipitation, 56.21 in.
Water year
19241925192619271928192919301931193219331934193519411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 30Dec. 19Sept. 5Mar. 21Dec. 1Jan. 19Jan. 14Apr. 3Jan. 19Mar. 14Mar. 29May 4Jan. 2Apr. 10May 18Apr. 12June 20June 18June 8Mar. 22Feb. 16Feb. 15Nov. 21Jan. 27May 10Apr. 17Mar. 4Feb. 26Apr. 6Dec. 7Feb. 11Feb. 11
Peak discharge
(cfs)
4,2802,9804,3807,460
11,8006,0108,5801,2903,4005,7601,7002,900
9585,7604,5205,3406,1406,4008,1604,9303,900
10,2004,9007,0202,3702,4705,1004,7006,5802,470
15,0003,370
Antecedent base
discharge (cfs)
1401613
328225
21320188157
79802223
247180111
35450595154107203
82332374187400114
4253
134440
Direct runoff
(in)
2.12.66
1.072.301.891.332.41
.301.261.17
.49
.78
.511.741.261.291.851.631.501.19
.842.021.051.48
.51
.60
.84
.852.28
.482.55
.60
Associated precipitation
(in)
2.902.304.713.082.712.282.17
.811.971.881.222.851.702.823.532.302.392.742.042.561.152.651.641.641.031.721.571.853.841.392.63
.72
Storm duration (days)
92432231321444422223121112224112
Antec precipi
(in
5 -day0
.32
.44
.401.04
.342.351.15
.29
.400
.55
.31
.36
.82
.282.292.792.08
.3001.16
.37
.571.31
.66
.750
.14
.10
.141.03
edent tation
30-day1.542.374.432.422.841.185.633.292.521.461.701.362.163.113.382.853.855.646.082.023.264.362.272.713.574.082.752.001.002.494.233.67
Annual runoff (in)
11.874.11
11.5616.7712.3811.9115.252.276.95
11.253.093.622.727.24
10.645.219.748.39
12.7311.7612.5112.6115.7116.034.812.878.059.24
11.308.98
15.288.41
Captina Creek at Armstrongs Mills, Ohio (3A-1140) Lat 39°54'32", long 80"55J29".; _drainage area., 135 sq ml; mean annual precipitation, 30.28 in.
Wateryear
19271928192919301931193219331934193519591960
Data relative to annual peak discharges
Date
Nov. 16Mar. 30May 2Dec. 13Apr. 4Dec. 11Mar. 14Jan. 7Aug. 7Jan. 21Feb. 10
Peakdischarge
(cfs)
3,4704,0504,2503,1103,1102,8608,1904,050
10,5008,9103,320
Antecedentbase
discharge(cfs)
117605236104107
63114123295110286
Directrunoff
(in)
0.652.951.31
.911.30
.501.70
.862.062.14
.61
Associatedprecipitation
(in)
1.212.001.751.772.951.362.951.062.622.30
.94
Stormduration(days)
14123231123
Antecedentprecipitation
(in)
5 -day
0.28.12.33.17.29.17.16.38
5.041.861.05
30-day
4.211.984.834.522.202.672.034.176.822.962.94
Annualrunoff
(in)
22.0927.7113.2613.247.56
12.5316.2410.8117.8515.1410.87
256 OHIO
Clear Fork at Butler, Ohio (3A-1320) Lat 40°35'35", long 82°25'20" drainage area, 145 sq mi; mean annual precipitation, 34.53 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 17June 7Apr. 12Feb. 15Jan. 16Jan. 4Jan. 26May 22Mar. 30Mar. 4Feb. 25Apr. 4Aug. 8Jan. 21Feb. 10
Peakdischarge
(cfs)
2,9506,7207,1002,5207,1004,3507,1003,5501,6703,5805,2002,8602,480
14,3001,800
Antecedentbase
discharge(cfs)
116388158
84628
58187185104390
9886
110135254
Directrunoff
(in)
0.951.581.48
.511.501.112.07
.65
.50
.58
.891.25
.463.19
.57
Associatedprecipitation
(in)
3.053.163.061.212.831.272.241.731.431.342.012.941.934.66
.88
Stormduration(days)
212231222113123
Antecedentprecipitation
(in
5 -day2.651.92
.59
.021.590
.641.03
.56
.880
.14
.10
.68
.54
30-day5.816.074.593.537.512.203.424.582.073.292.851.477.68(a)2.59
Annualrunoff
(in)
11.4921.2114.1812.7218.8516.4412.188.766.719.64
10.1015.9316.3918.6611.65
a Record missing; not computed.
Clear Fork at Newville, Ohio (3A-1325) Lat 40°37'48", long 82°23'02"; drainage area, 175 sq mi; mean annual precipitation, 59.67 in.
Water year
1935 1936 1937 1938 1939
Data relative to annual peak discharges
Date
July 4 Feb. 27 June 21 Apr. 8 Mar. 12
Peak discharge
(cfs)
11,700 5,500
10,400 3,820 9,000
Antecedent base
discharge (cfs)
42 68 93
188154
Direct, runoff
(in)
1.82 1.38 2.33 1.24 1.77
Associated precipitation
(in)
1.62 1.15 3.30 2.63 2.96
Storm duration (days)
1 2 1 31
Antecedent precipitation
(in)
5 -day
0 0
.86
.17 0
30 -day
2.93 2.16 5.61 4.58 3.94
Annual runoff (in)
13.63 11.86 19.78 12.96 11.55
Conneaut Creek at Amboy, Ohio (4-2130) Lat 41°55'34", long 80°36'18'49.38 in.
Water year
192319241925192619271928192919301931193219331934193519501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 4May 9Feb. 9Sept. 25Oct. 26Dec. 1Jan. 19Jan. 13Apr. 2May 9Jan. 1Mar. 4Feb. 16Apr. 5Dec. 4Jan. 27May 23Mar. 1Oct. 16May 13June 30Sept . 5Jan. 22Mar. 30
Peak discharge
(cfs)
3,1907,3203,9007,7004,8507,9007,9003,6102,0503,3304,8503,9003,7503,2008,8305,1406,4306,810
12,9006,8107,4008,410
17,0007,980
Antecedent base
discharge (cfs)
300108140
58136761180740303
697915
110243300278199146
17181167
84160120
Direct runoff
(in)
1.001.421.322.551.972.771.881.32
.541.181.311.611.051.313.261.511.461.573.24
a2.681.731.78
a3.18C3.31
Associated precipitation
(in)
0.243.72
.314.762.702.631.101.301.152.931.78
.98
.651.821.581.381.97
.905.632.502.553.642.05
.25
Storm duration (days)
112132133214137122641111
Antecedent precipitation
(in)
5 -day0.31
.53001.141.02
.032.16
.57
.55
.51
.34
.30
.603.22
.68
.76
.121.59
.35
.651.03
.810
30-day1.403.461.004.509.174.03
_5.282.012.671.45
.742.484.607.762.794.381.405.50
M(b)5.671.72
.65
Annual runoff
(in)
15.6820.9412.9127.9723.3621.4819.2818.0510.6614.5411.9010.7412.04
_24.1821.1615.2118.3622.0827.1520.7618.5021.4525.71
a Runoff probably increased by unobserved precipitation.b Record incomplete; not computed.c Runoff probably increased by snowmelt.
OHIO 257
Cowan Creek near Wllmlngton, Ohio (5A-2455) Lat 59°24' qrainage area, ai.a sq ml; mean annual precipitation,
20", long 83"49'00"; 45.25 In..
Water year
1943 1944 1945 1946 1947 1948 1949 1950
Data relative to annual peak discharges
Date
Mar. 19 Mar. 6 Mar. 6 Feb. 6 Jan. 30 Apr. 12 Jan. 24 Jan. 6
Peak discharge
(cfs)
5,100 1,840 2,800
810 1,960 2,400 2,050 1,950
Antecedent base
discharge (cfs)
60 52 73 7.9
31 52 781.7
Direct runoff
(in)
1.98 .77
1.52 .75
1.28 4.05 1.09 2.55
Associated precipitation
(in)
5.56 2.05 4.03 1.47 1.79 5.79 2.64 4.87
Storm duration (days)
2 1 2 1 2 2 2 3
Antecedent precipitation
(in)
5 -day1.08 1.25 1.98 0
.11
.21 1.12
.54
30 -day5.59 5.07 7.51 1.08 4.15 6.79 6.15 5.75
Annual runoff
(in)
18.95 8.67
15.07 11.65 14.81 16.18 18.53
Cuyahoga River at Hiram Rapids, Ohio (4-2020) Lat 41°18'45", long 81°11'46" arainage area, isz sq mi; mean annual precipitation, 58.62 in.
Water year
1928 1929 1930 1931 1932 1933 1934 1935
Data relative to annual peak discharges
Date
Dec. 15 Jan. 20 Jan. 14 Apr. 5 Mar. 25 Mar. 16 Mar. 7 Feb. 17
Peak discharge
(cfs)
1,630 2,260 1,710
689 795
1,560 1,620 1,000
Antecedent base
discharge (cfs)
204 60
754 400
55 151
12 76
Direct runoff
(in)
1.52 1.65 2.65
.53
.85
.99 1.50
.52
Associated precipitation
(in)
2.13 2.50 5.57
.50 1.25 2.08
.90
.90
Storm duration (days)
52 6 1 4 6 5 4
Antecedent precipitation
(in)
5-day0.49
.59
.46
.87
.10
.65
.25
.13
30 -day6.43 1.37 3.84 2.75
.65 1.94
.67 2.55
Annual runoff (in)
22.53 21.06 19.42 10.91 12.65 15.05 9.51
12.76
Deer Creek at Wllllamsport, Ohio (3A-2310) Lat 59°35'09", long 83°07'22"j drainage area, 551 sq ml; mean annual precipitation, 38.61 In.
Water year
1927192819291950195119521953193419551958195919401941194219451944194519461947194819491950195119521955195419551956
Data relative to annual peak discharges
Date
Jan. 20June 20Feb. 26Dec. 19Sept. 19Dec. 14May 14Mar. 4Sept. 5Mar. 15Apr. 16Apr. 20June 4Apr. 10Mar. 20Mar. 7Mar. 7June 18Jan. 51June 18Jan. 6Jan. 7Feb. 22Jan. 27May 24June 17Mar. 22Apr. 4
Peak discharge
(cfs)
13,0009,610
29,5006,0209,2204,090
11,6005,0008,8408,0907,570
16,6005,7004,200
25,6006,050
18,70012,2006,810
12,80010,000
6,51014,30024,4002,0904,2905,7705,510
Antecedent base
discharge (cfs)
180159152675
34314514
2475
526590562
23195590105546205418
70201
72680406246
51200485
Direct runoff
(in)
1.911.112.06
.99
.941.142.97
.471.281.261.565.56
.72
.912.471.192.991.941.001.781.791.561.462.50
.24
.491.511.04
Associated precipitation
(in)
3.282.441.141.441.862.235.16
.865.Q42.812.986.194.202.042.655.054.054.921.421.442.615.651.925.28
.862.272.142.15
Storm duration (days)
45121365153342141212242
, 23222
Antecedent precipitation
(in)
5-day0.47
.14
.29
.70
.18
.81
.46
.63
.02
.26
.901.130'.26
.98
.101.461.81
.510
.01
.02
.57
.71
.98
.71
.221.13
30-day2.855.831.412.183.475.594.281.577.455.884.252.952.252.442.813.524.264.553.801.745.162.692.595.145.245.214.074.05
Annual runoff (in)
18.5115.8414.1615.024.55
15.2016.462.519.78-
10.5510.484.107.67
16.466.81
16.7210.9215.9814.1516.1615.6418.1616.974.915.218.54
10.75
258 OHIO
East Branch Black River at Elyrla, Ohio (4-2000) Lat 41°20'51", long 82°05'40"; drainage area, 211 sq mi; mean annual precipitation,
Wateryear
19231924192519251926192719281929193019311932193319341935
Data relative to annual peak discharges
Date
Apr. 6Mar. 29Feb. 11Mar. 11Feb. 26Mar. 21Dec. 14Feb. 27Jan. 9Apr. 23Jan. 18Mar. 14Apr. 5Aug. 7
Peakdischarge
(cfs)
2,4203,1403,2603,2605,6705,6705,9806,4606,4602,1203,020
11,4002,780
11,200
Antecedentbase
discharge(cfs)
24355200
95540164
5925
61522539557
130
Directrunoff
(in)
1.74.67.59.85
1.402.513.062.862.40
.681.162.47
.741.83
Associatedprecipitation
(in)
1.511.02
.94
.93
.892.562.401.063.051.971.561.921.533.20
Stormduration(days)
21111351323222
Antecedentprecipitation
(in)
5-day0.01
.48
.07
.12
.28
.74
.22
.29
.62
.13
.03
.82
.022.38
30 -day2.371.34
.972.982.362.536.772.364.162.501.791.652.087.22
Annualrunoff(in)
7.5715.468.158.15
14.5317.0820.3315.3415.644.208.11
12.882.756.87
East Branch Huron River near Norwalk. Ohio (4-1985) Lat 41°14'58", long 82"38"52"; drainage area, 84.9 sq mi; mean annual precipitation, 35.22 in.
Wateryear
192419251926192719281929193019311932193319341935
Data relative to annual peak discharges
Date
Mar. 29Feb. 23Feb. 25Oct. 5Mar. 30Feb. 26Jan. 12Apr. 22Mar. 22Mar. 14Apr. 4Aug. 7
Peakdischarge
(cfs)
2,2702,3302,8603,9702,7904,7003,970
9301,5604,6103,6501,130
Antecedentbase
discharge(cfs)
9836
266177
3715
226121435448.4
Directrunoff(in)
1.011.28
.971.62
.951.821.94
.29
.611.331.28
.20
Associatedprecipitation
(in)
1.03.95T
1.942.02
.56
.721.651.702.162.632.06
Stormduration(days)
131111211211
Antecedentprecipitation
(in)
5 -day0.240
T1.19
.7103.09
.13
.50
.40
.17
.92
30-day1.07
.482.157.562.361.426.412.77
.731.232.654.92
Annualrunoff(in)
15.388.90
14.1717.6010.6612.9614.234.026.95
11.424.864.58
East Fork Little Miami River at Williamsburg, Ohio (3A-2465) Lat 39°03'10", long 84"03'05"; drainage area, 238 sq mi; mean annual precipitation, 43.10 in.
Water year
1949 1950 1951 1952 1953
Data relative to annual peak discharges
Date
Mar. 27 Sept. 20 Jan. 4 Jan. 27 May 23
Peak discharge
(cfs)
7,420 10,400 8,940 6,710 7,720
Antecedent base
discharge (cfs)
144 13 25
168 129
Direct runoff
(in)
1.34 2.60 1.93 1.44 1.07
Associated precipitation
(in)
1.92 6.45 2.33 1.99 1.82
Storm duration (days)
2 3 2 21
Antecedent precipitation
(in)
5 -day0.33 0 0
.69 1.63
30 -day2.18 2.28 1.72 4.62 4.07
Annual runoff
(in)
20.77 21.28 16.00 8.91
OHIO 259
East Fork Little Miami River near Bantam, Ohio (3A-2470) Lat'39°01'40", long
Water year
1949 1950 1951 1952 1953
Data relative to annual peak discharges
Date
Jan. 24 Apr. 3 Jan. 4 Mar. 11 Jan. 28
Peak discharge
(cfs)
16,800 15,400 13,400 9,920
10,700
Antecedent base
discharge (cfs)
986100 45 58
220
Direct runoff
(in)
2.08 2.31 2.06 1.12 1.01
Associated precipitation
(in)
2.62 3.02 2.37 1.78 1.19 "
Storm duration (days)
2 32 1 1
Antecedent precipitation
(in)
5 -day
1.00 .17
0 .02 .34
30 -day
5.25 2.07 1.71 1.17 3.40
Annual runoff
(in)
23.78 22.78 16.59 9.02
Greenville Creek near Bradford. Ohio (3A-2640) Lat 40°06'08", long 84°25'48"; drainage area, 195 sq mi; mean annual precipitation, 58.41 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 18Mar. 14Mar. 27May 3Feb. 26Jan. 15Apr. 7June 19Apr. 21June 12Apr. 10Mar. 19Apr. 12June 18Dec. 26June 2Apr. 14Jan. 5Feb. 14Feb. 21Jan. 27May 23Mar. 30Mar. 22Feb. 26June 28June 14Jan. 21Feb. 11
Peak discharge
(cfs)
1,7805,0401,3201,7802,8008,9605,2003,7802,6801,0302,4105,3505,0003,5502,3103,3002,8805,1106,0004,7906,6202,9401,3201,7804,3205,4605,8605,9901,480
Antecedent base
discharge (cfs)
182147
883380
316280
70305
36114265200
9750
258462156352463172395
53144174110
68142383
Direct runoff
(in)
0.-77.21.38.54
1.242.862.121.32
.66
.301.021.201.571.58
.811.201.261.852.281.741.981.27
.49
.521.381.664.492.14
.41
Associated precipitation
(in)
1.671.061.953.201.303.723.534.441.513.472.342.363.343.621.992.682.642.963.512.403.303.231.991.602.504.089.173.42
.83
Storm duration (days)
32222222234133223232132211722
Antec precipi
(in
5 -day0.941.330
.35
.21
.97,93.76
1.90.54.47
1.981.452.22
.37
.182.53
.63
.80
.33
.571.25
.16.27
0.53.01.55.85
edent tat ion
30-day2.752.121.671.971.702.995.394.684.622.837.583.093.853.53
.985.637.012.685.821.522.164.461.564.132.715.272.191.303.04
Annual runoff
(in)
9.1419.784.893.827.10
17.8619.3713.448.413.68
11.0311.318.38
11.6110.8613.1813.4618.1121.0519.9916.689.863.978.66
12.7412.7520.2313.226.30
Greenville Creek near Greenville, Ohio (3A-2635) Lat 40°06'15", long 84"35'55"; drainage area, 141 sq mi; mean annual precipitation, 38.63 in.
Wateryear
1924192519261927192819291930
Data relative to annual peak discharges
Date
June 9Apr. 22Nov. 14Mar. 21Dec. 1Jan. 19Jan. 13
Peakdischarge
(cfs)
4,2002,1302,4403,6301,9202,6803,000
Antecedentbase
discharge(cfs)
17242
575205
3520
278
Directrunoff(in)
3.02.85
1.512.19
.931.194.80
Associatedprecipitation
(in)
4.993.591.853.101.392.347.23
Stormduration(days)
1112217
Antecedentprecipitation
(in
5 -day
1.70.23
1.56.31.05
_0
30-day
5.80-
4.241.971.14
_-
Annualrunoff(in)
18.686.63
27.6126.8516.3316.6516.93
770-960 O-65-18
260 OHIO
Hocking River near Lancaster. Ohio (3A-1565) Lat 39°38'20", long 82e 32'29"; drainage area, 92.8 sq mi; mean annual precipitation, 41.07 in.
Wateryear
192419251926192719281929195019511952
Data relative to annual peak discharges
Date
Mar. 29Aug. 12Feb. 14Jan. 19June 20Feb. 26Aug. 15Mar. 7Jan. 50
Peakdischarge
(cfs)
2,270719
1,4201,6901,5601,7201,3701,9601,450
Antecedentbase
discharge(cfs)
152109268294021
128188
Directrunoff
(in)
1.01.42.69
1.21.72.69.36.75.29
Associatedprecipitation
(in)
2.752.541.062.575.201.152.411.70
.95
Stormduration(days)
111541211
Antecedentprecipitation
(in)
5-day
0.67.27.58.55.19.26.45.20.44
30-day5.562.562.272.725.881.424.892.424.72
Annualrunoff(in)
19.896.58
11.9020.9114.529.696.06
14.5212.95
Jerome Fork at Jeromevllle, Ohio (3A-1340) Lat 40°48'07", long 82°12<01"; drainage area. 120 sq ml; mean annual precipitation, 29.00 In.
Water year
192619271928192919501951193219551954195519361937195819591940194119421945194419451946194719481949
Data relative to annual peak discharges
Date
Feb. 26Mar. 21Dec. 14Feb. 26Jan. 9Apr. 22Jan. 50Mar. 14Apr. 5Aug. 7Feb. 27Jan. 15Apr. 9Mar. 12Mar. 4Dec. 29Apr. 10Mar. 17Apr. 12May 18June 17June 8Feb. 14Jan. 28
Peak discharge
(cfs)
2,4905,2105,4205,6402,660
9801,1405,3501 /3505,5703,1403,7202,5003,4202,4801,5001,8602,7202,3502,0702,4205,1005,1001,880
Antecedent base
discharge (cfs)
2201575017
20920
20550462527
169101
695140
115160
565740
56814
159
Direct runoff (in)
0.961.881.591.741.41
.57
.571.72
.611.852.242.001.141.451.51
.861.49
.971.161.09
.721.851.621.12
Associated precipitation
(in)
0.952.972.291.522.862.25
.852.401.455.451.122.702.202.751.461.842.791.421.942.412.252.011.811.50
Storm duration (days)
152152121111212251221124
Antecedent precipitation
(in)
5-day0.051.10
.250
.65
.10
.60
.85
.011.500.0
.65
.150
.50
.06
.20
.58
.56
.551.671.97
.01
.64
30-dar2.802.556.821.574.982.154.871.952.065.751.952.555.965.752.611.912.781.582.865.664.646.75
.812.57
Annual runoff (in)
10.8116.1515.7816.0615.304.82
10.5015.043.477.84
11.6019.1410.518.01
11.455.968.56
14.805.55
10.9510.5421.0510.8610.51
Lake Fork near Loudonvllle, Ohio (5A-1555) Lat 40°57'11", long 82°11'10"; .drainage area, 542 sq ml; mean annual precipitation, 37.07 In.
Water year
1932 1955 1956 1957 1958 1959
Data relative to annual peak discharges
Date
Jan. 18 Aug. 7 Feb. 27 Jan . 25 Apr. 10 Mar. 15
Peakdischarge
(cfs)
5,000 6,050 4,470 4,500 5,610 4,250
Antecedent base
discharge (cfs)
256 225 120 270 297 254
Direct runoff
(in)
0.76 1.65 1.72 5.40 1.51 1.45
Associated precipitation
(in)
1.58 4.51
.94 6.74 2.20 2.71
Storm duration (days)
51 2
10 5 1
Antecedent precipitation
(in)
5-day0.17 1.68 0
.65
.14 0
30 -day2.92 5.06 2.00 2.54 5.51 5.71
Annual runoff (in)
10.62 8.02
10.44 16.15 10.76 8.99
OHIO 261
Lisbon Creek at Lisbon, Ohio (3A-1090) Lat 40°46'55", long 80°45'50" drainage area, 6.08 sq ml; mean annual precipitation, 56.92 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 8FiBb. 14Jan. 28June 25Dec. 7Jan. 26May 22June 16Oct. 15Feb. 25Apr. 4July 31Jan. 21June 12
Peakdischarge
(cfs)
426322172
1,130298442-434542855782510
1,500811185
Antecedentbase
discharge(cfs)
6.4
91
13981
.84.17.03.04.01.4
Directrunoff
(in)
1.94.75
1.141.20
.581.911.22
.532.321.581.422.552.29
.86
Associatedprecipitation
(in)
3.801.571.662.11
.672.461.15
.463.961.861.942.742.522.42
Stormduration(days)
21421221321123
Antecedentprecipitation
(in)
5 -day1.38
.04
.61
.63
.50
.54
.65
.26.14.53.52
1.62 .92
0
30 -day5.461.562.472.225.173.904.642.055.124.362.159.581.482.36
Annualrunoff(in)
11.959.34
11.5114.3821.2516.8410.236.20
14.5318.9610.1717.7815.0214.19
Little Miami River at Spring Valley, Ohio (3A-2420) Lat 39°36'20". long84°00'50"; drainage area, 361 sq mi; mean annual precipitation, 37.11 in.
Wateryear
19261927192819291930193119321933193419351940194119421943194419451946194719481949195019501951
Data relative to annual peak discharges
Date
Feb. 14Jan. 19Dec. 14Feb. 26Jan. 10Sept. 19June 27Mar. 19Aug. 11Sept. 3Apr. 20Apr. 4Apr. 9Mar. 20Apr. 11Mar. 6Feb. 5June 2Feb. 14Jan. 5Jan. 6Feb. 14Dec. 3
Peakdischarge
(cfs)
6,6808,2205,740
18,4006,3604,6308,590
10,4005,1109,6007,780
9653,390
13,2004,920
12,8003,400
10,40017,20015,6008,2408,240
12,400
Antecedentbase
discharge(cfs)
278185147170458
5378
6952671
51074
232460287
1,040142775150252204
1,060347
Directrunoff
(in)
0.972.061.101.801.27
.32
.852.46
.46
.971.59
.08
.551.561.101.78
.521.622.072.092.061.652.02
Associatedprecipitation
(in)
1.832.132.352.482.08
.773.533.133.592.842.811.111.712.732.923.201.112.781.902.633.352.291.11
Stormduration(days)
12423112213221412122432
Antecedentprecipitation
(in)
5 -day0.48
.21.16'
.03
.41
.1501.34
.010
.93
.50
.261.29
.351.27
.09
.890
.020
.83
.04
30 -day2.512.096.031.873.022.724.193.231.875.072.68
.933.083.154.775.131.037.401.083.372.495.054.88
Annualrunoff(in)
16.5220.8413.8416.5512.885.20
15.5819.545.338.299.423.528.58
17.268.06
17.6310.1719.6115.1919.0820.3720.3722.50
262 OHIO
Little Muskingum River at Fay, Ohio (3A-1155) Lat 39°28 drainage area, 259 sq mi; mean annual precipitation, 41
48", long 81°17'09" 16 in.
Water year
1915191619171918191819191920192119221926192719281929193019311932193319341935
Data relative to annual peak discharges
Date
Sept. 19Dec. 18Jan. 22Feb. 10Feb. 20Jan. 2Nov. 27Mar. 3Nov. 28Feb. 25Jan. 22Nov. 18Feb. 26Nov. 18Apr. 4Jan. 30Mar. 14Mar. 4Aug. 7
Peak discharge
(cfs)
2,0509,450
11,7006,4406,4407,500
11,8004,150
10,6008,4605,8806,3606,2005,120
12,2005,420
13,4005,420
16,800
Antecedent base
discharge (cfs)
3586
175210355217
62360218284123
3389
103238340
8814
280
Direct runoff
(in)
0.322.111.642.301.111.853.12
.634.171.242.55
.87.99
2.252.85
.893.401.672.89
Associated precipitation
(in)
1.252.431.34
.431.252.084.06
.903.871.173.242.43
.872.452.971.193.05
.642.52
Storm duration (days)
2223232141531541331
Antecedent precipitation
(in)
5-day0.27
.23
.15
.06
.10
.120
.14
.37
.74
.43
.06
.44
.08
.31
.60
.80
.511.71
30-day4.181.835.252.852.004.514.122.574.334.013.012.511.612.461.894.132.191.295.40
Annual runoff
(in)
-25.6220.7018.2718.27
----
15.7025.0027.3716.6916.478.64
14.8519.039.83
16.47
Mad River near Urbana, Ohio (3A-2670) Lat 40°06'27". long 83°47'57";drainage area, 157 sa mi; mean annual precipitation, 35.40 in.
Wateryear
192619271928192919301931194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 8Map. 21Feb. 7Feb. 26Jan. 7Sept. 26Mar. 3July 3Apr. 10Mar. 20Apr. 11May 17Feb. 14June 2Feb. 14Jan. 5Jan. 16Feb. 21Jan. 27May 17Mar. 30Feb. 21Feb. 25Apr. 4June 10Jan. 22Jan. 15
Peakdischarge
(cfs)
1,5502,3201,7607,7403,000
4933,200
5451,7403,4902,5402,4901,9603,3105,9302,9305,9302,9504,4201,3901,6002,1502,6202,2403,0808,000
848
Antecedentbase
discharge(cfs)
156212188
78173
59106
58128188101
9994
26087
149413479185185
44168125
88112104
93
Directrunoff
(in)
0.521.32
.432.271.13
.31
.58
.06
.34
.48
.60
.47
.27
.821.09
.611.27
.33
.97
.19
.28
.37
.46
.60
.782.20
.10
Associatedprecipitation
(in)
1.463.381.35
.823.221.581.541.091.961.533.523.361.253.002.062.102.661.272.541.412.481.301.893.434.345.03
.62
Stormduration(days)
333133513143222232222213221
Antecedentprecipitation
(in)
5-day0.67
.43
.02
.03
.66
.01
.131.03
.351.340
.27
.01
.53001.34
.56
.371.47
.14
.2701..03
.31
.711.03
30-day3.451.661.541.263.613.072.205.963.012.602.782.441.035.941.052.347.712.402.783.461.381.712.562.062.221.282.06
Annualrunoff(in)
11.7919.1014.0616.8315.406.49
10.035.877.30
10.827.89
10.6310.3616.1217.5318.3320.3818.8817.117.935.038.62
11.379.73
16.3616.388.06
OHIO 263
Mahoning River near Deerfield, Ohiodrainage area, 175 sq mi; mean annu
Water year
1924 1925 1926 1927 1928 1929 1930 1931
(3A-0885) Lat 40°59', long 81°05'j al precipitation, 37.91 in.
Data relative to annual peak discharges
Date
June 29 Feb. 24 Feb. 26 Jan . 20 Dec. 14 Feb. 27 Jan. 13 Apr. 23
Peak discharge
(cfs)
11,400 2,300 5,420 5,100 8,160 6,140 3,490 2,030
Antecedent base
discharge {cfs)
73 137300
56 78 35
610 26
Direct runoff
(in)
2.84 .99
1.53 1.63 3.13 2.06 1.12
.58
Associated precipitation
(in)
1.87 .92 .72
1.59 2.50 1.30 1.81 2.00
Storm duration (days)
1 2 1 2 3 1 2 1
Antecedent precipitation
(in)
5 -day
1.21 0
.03
.27
.30
.16 1.30
.09
30 -day
5.92 1.59 2.99 2.74 6.02 1.15 4.51 2.25
Annual runoff
(in)
19.60 7.61
13.76 18.43 21.76 15.37 14.49 6.67
Middle Branch Nimishillen Creek at Canton, Ohio (3A-1180) Lat 40°50'30" long 81°21'20", drainage area, 44.2 sq ml; mean annual precipitation, 57.44 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 17Dec. 30Mar. 7Feb. 22Feb. 27June 7Feb. 14Dec. 16June 25Dec. 3Jan. 27May 23Apr. 17Mar. 11May 28July 9Aug. 1Jan. 22Dec. 13
Peakdischarge
(cfs)
' 538655526730
1,140950
1,060795985885
1,180710302368865535
1,9202,470
392
Antecedentbase
discharge(cfs)
148
169.7
24814
371814511832434114132838
Directrunoff
(in)
0.381.18
.34
.59
.841.08
.93
.61
.98
.951.32
.65
.32
.27
.76
.492.102.73
.44
Associatedprecipitation
(in)
1.192.51
.751.091.212.531.301.793.511.062.272.361,59
.891.231.054.713.601.00
Stormduration(days)
1531111225122111222
Antecedentprecipitation
(in
5 -day0.13
.29
.300
.022.280
.68
.161.35
.45
.42
.621.251.55
.72
.76
.87
.42
30-day3.021.691.48
.861.897.88
.821.914.614.273.653.093.50(a)6.55(a)7.731.732.66
Annualrunoff
(in)
--__-_-_-__--__--_-
a Record missing; not computed.Note. Annual runoff in inches, not computed because of pumpage from
wells above station, a large part of which is believed to be diverted indirectly from creek above station as recharge for aquifer supplying well field.
Mill Creek at Youngstown, Ohio (3A-0985) Lat 41°04'20", long 80°41'25"; drainage area, 68.4 sq mi; mean annual precipitation, 58.24 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 11Mar. 7May 27June 7Apr. 14Dec. 16Feb. 14Dec. 4Jan. 27May 22Apr. 17Oct. 16May 13Apr. 4Aug. 1Jan. 22Mar. 29
Peakdischarge
(r*fc.\\<-ial
5121,4806,1001,9001,2401,1401,4801,7402,6002,280
6262,9202,7403,2302,2104,2901,470
Antecedentbase
discharge(cfs)
34141
394619227321786381258943263073
Directrunoff(in)
0.591.034.131.051.60
.921.311.561.581.55
.541.932.701.861.87
32.86Dl.57
Associatedprecipitation
(in)
1.561.705.262.232.731.401.49
.621.813.641.293.694.812.353.382.60
.13
Stormduration(days)
42323223213232312
Antecedentprecipitation
(in)
5-day0.11
.631.70
.90
.20
.75
.481.33
.70
.38
.63
.88
.66
.202.050
.34
30-day1.742.555.374.802.282.353.274.422.853.54-
6.512.79(a)9.01(a)1.67
Annualrunoff(in)
-9.82
14.2111.858.359.90
11.9716.3315.8310.265.96
15.1222.6912.3015.6714.4412.91
a Record missing; not computed.b Runoff probably increased by snowmelt.
264 OHIO
Mill Creek near Bellepolnt. Ohio (3A-2200) Lat 40°14'55", long 83°10'30"j
Wateryear
1943194419451946194719481949195019511952195319541955195619571958195819591960
Data relative to annual peak discharges
Date
Mar. 19Apr. 11Mar. 6June 17June 2Apr. 12Jan. 5Feb. 14Dec. 3Jan. 26Mar. 4June 17Mar. 22May 27Apr. 4May 5June 10Jan. 21Jan . 13
Peakdischarge
(cfs)
4,8703,5005,8705,0106,1306,5203,8106,0005,2507,0402,1202,5403,5707,1705,7403,5003,500
20,3001,800
Antecedentbase
discharge(cfs)
55094
309144121
8459
172709928
5502157
1288.6
12030
Directrunoff(in)
0.94.95
1.472.232.112.931.402.091.652.15
.58
.751.021.782.701.111.225.141.16
Associatedprecipitation
(in)
1.771.862.38 .4.043.073.581.962.701.102.731.392.241.595.444.102.014.415.261.92
Stormduration(days)
1312121212122343'2
24
Antecedentprecipitation
(in
5 -day0.501.321.192.12
.511.07
.01
.71
.05
.220
.03
.22
.39
.221.32
.28
.780
30 -day1.533.583.925.176.075.132.084.854.872.371.372.514.633.861.424.051.551.371.26
Annualrunoff(in)
-6.27
10.569.91
17.3114.0914.0816.4719.2414.895.373.868.21
12.6811.3016.0916.0914.04
7.34
Mill Creek near Berlin Center. Ohio (3A-0895) Lat 41°00'00" J long 80°58'10' drainage area, 19.7 sg mij mean annual precipitation, 55.74 in.
Water year
1942194319441945.194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 16Dec. 30Apr. 11Mar. 6May 27June 7May 5Dec. 16Feb. 13Dec. 3
Jan. 26, 27May 22
. Apr. 17Oct. 15May 12Apr. 4July 31Jan. 21Mar. 28
Peak discharge
(cfs)
603833528870
1,9001,340
950950600700
1,2501,540
3991,6801,7501,1201,3801,700
685
Antecedent base
discharge (cfs)
41516287.8
14301416
5155.41.42.2
15.025.0
5'. 48.06.0
Direct runoff
(in)
0.803.02
.761.343.711.55
.791.101.351.611.771.37
.492.392.601.482.08
a3.16bl.67
Associated precipitation
(in)
1.043.921.511.804.161.991.371.601.951.531.912.441.475.523.841.972.642.75
.07
Storm duration (days)
2322322229213331111
Antecedent precipitation
(in)
5 -day
0.09.19.40.58.96
1.94.90.60.62
1.19.64.63.85.19.49.38.56.75.06
30 -day
2.441.452.332.954.416.365.892.302.483.313.413.024.926.682.871.897.781.341.14
Annual runoff (in)
10.0715.716.42
11.2814.2214.539.369.17
13.7415.8318.028.935.62
15.6920.9410.9014.5315.1312.69
a Runoff probably b Runoff probably
increased increased
by unobserved by snowmelt.
precipitation.
OHIO 265
Mill Creek near Coshocton, Ohio (3A-1400) Lat 40°21'50" J long 81°51 drainage area, 27.5 sq ml; mean annual precipitation, 59.19 In.
'40";
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 21Aug. 4Apr. 18Apr. 20June 4Apr. 9May 31Apr. 8Sept. 23Oct. 2June 7Feb. 14Jan. 28May 25Dec. 7Jan. 26Jan. 18Mar. 30Mar. 4Feb. 25June 28July 14Jan. 21Aug. 22
Peak discharge
(cfs)
2,720945670
1,2201,330
5791,270
6202,0503,6801,1801,580
7531,680
9302,050
736250965
3,1207,650
8554,4402,420
Antecedent base
discharge (cfs)
255.1
4450162829187.5
3241
6133
1358468.2
1264212929151.2
Direct runoff (in)
1.97.36.89
1.27.58.80.56.34.77.95.90
1.46.92.72.61
2.31.48.36.60
1.262.40
.3713.52
.81
Associated precipitation
(in)
3.191.552.212.551.501.993.881.292.24
.893.681.861.202.941.343.401.611.901.281.702.47
.633.191.48
Storm duration (days)
123222111222211212112222
Antecedent precipitation
(in)
5-day3.832.29
.81
.43
.95
.331.04
.151.55
.741.6701.01
.87
.56
.42
.25
.30
.6603.641.45
.99
.17
30 -day6.944.133.184.553.303.535.332.925.459.007.38
.923.633.184.983.142.002.843.474.387.136.722.043.06
Annual runoff (in)
22.9314.8110.7714.879.85
11.8214.346.53
14.3319.0116.6214.4212.0316.1218.9817.776.733.78
10.1217.7815.2613.0714.7214.01
a Runoff probably increased by unobserved precipitation.
Mill Creek near Jefferson, Ohio (4-2115) Lat 41°45'10", long 80°48'00"j drainage area, 76.5 sq ml; mean annual precipitation, 56.72 In.*
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 16Dec. 28Apr. 12Feb. 23Oct. 9June 7Mar. 22Apr. 27Feb. 14
(a)Jan. 27May 23Mar. 1Oct. 16May 13Jan. 22Feb. 28Jan. 22Mar. 30
Peak discharge
(cfs)
5,9003,0003,1404,1402,7303,9607,0101,6405,2905,9003,2902,6703,4803,9302,6903,6202,1809,8104,110
Antecedent base
discharge (cfs)
4.03354
285104
92131
67104
50152
7345
.55517
57036
Direct runoff
(in)
1.812.613.042.281.581.562.40
.612.954.011.581.181.931.983.06
b2.473.11
b3.22b3.36
Associated precipitation
(in)
3.21-
3.25.40
1.652.161.881.193.14
.561.271.962.705.044.521.28
.402.04
.91
Storm duration (days)
2-31211122121342421
Antecedent precipitation
(in)
5 -day0.11-.20
01.352.22
.81
.69
.34
.25
.671.43
.172.01
.25
.020
.78
.33
30-day
1.39-
2.421.189.927.212.952.773.276.812.904.181.305.772.851.15
.791.681.57
Annual runoff
(in)
_23.3312.5015.1219.8224.0815.0711.7727.3725.6118.6911.2818.5118.6628.1819.1617.1620.8425.15
* Mean annual precipitation computed using only Ashtabula.a Dec. 3 or 4.b Runoff probably increased by snowmelt.
266 QHIO
Nimlshillen Creek at North Industry, Ohio (3A-1185) Lat 40°44'01", long 81°21'08"; drainage area, 175 sq mi; mean annual precipitation, 59.10 in.
Water year
19221922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 2Apr. 15May 12June 29Feb. 23Feb. 25Jan. 19Dec. 1Feb. 26Feb. 26July 5Jan. 18Mar. 15Apr. 4Aug. 7Feb. 27Jan. 25Mar. 14Mar. 12Mar. 4Dec. 29Mar. 14Aug . 14Mar. 7May 18Feb. 27June 7Feb. 14Jan. 28June 25Dec. 3Jan. 4Jan. 27May 23Apr. 28Oct. 16Feb. 25Apr. 4July 31Jan. 21Mar. 28
Peak discharge
(cfs)
1,9501,9502,3503,9501,7703,0703,8103,3109,0003,0001,2902,6803,3502,1608,2402,7607,6702,2304,2807,6701,3701,7602,6201,5803,0704,5905,0403,3501,9706,3002,4402,4404,7003,1502,1202,4003,3502,7205,5708,6001,700
Antecedent base
discharge (cfs)
30321
59152118267
8768589440
16588
106346102278163201
8791
2948191
101116417
44190117112
72224145210
67136130140135180
Direct runoff
(in)
0.29.41.71.67.46.62.85.86.95.80.14.41
1.02.44.82
1.051.34
.721.071.79
.58
.53
.41
.38
.67
.631.24
.70
.59
.80
.80
.731.08
.63
.41
.57
.74
.871.632.12b.65
Associated precipitation
(in)
4.051.453.651.771.08
.751.743.531.602.442.071.413.262.032.85
.741.701.752.411.821.961.392.881.152.451.242.561.281.503.26
.601.022.162.251.612.942.122.514.623.52
.12
Storm duration (days)
1122212413112111221243212222322 .2222224221
Antecedent precipitation
(in)
5 -day1.101.08
.65
.820
.38
.29
.67
.58
.04
.051.21
.97
.032.84
.113.31
.02T.22
01.150
.44
.52
.212.170
.85
.231.34
.02
.72.50.81
1.51.07.22
1.09.88.27
30 -day2.734.661.355.741.243.042.443.512.101.044.474.261.622.157.372.468.031.832.852.852.812.963.581.503.921.977.50
.663.104.794.622.233.733.114.536.433.38(a)7.361.531.65
Annual runoff (in)
13.9713.9710.8917.737.65
12.0517.8015.6913.8813.885.629.779.785.94
10.3713.5418.1015.4612.8413.479.11
10.4113.537.98
11.3213.1516.9010.9412.0215.8718.1618.1616.3511.179.43
12.4517.9712.0815.7717.8911.27
a Record missing;not computed.b Runoff probably increased by snowmelt
North Fork Licking River at Utica, Ohio (3A-1460) Lat 40°13'35", long 82°27'05"; drainage area, 114 sq mi; mean annual precipitation, 45.84 in.
Wateryear
194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Apr. 20Dec . 30June 21Aug. 4Mar. 7Mar. 6June 19June 2Apr. 13
Peakdischarge
(cfs)
5,4701,2804,5005,4704,1106,3003,3504,9206,400
Antecedentbase
discharge(cfs)
18931251742
478458120
60
Directrunoff
(in)
2.13.86.88
1.281.491.99
.681.292.91
Associatedprecipitation
(in)
2.331.69
.573.23'2.802.911.433.323.81
Stormduration(days)
231132123
Antecedentprecipitation
(in)
5-day0.560
.21
.85
.161.283.25
.75
.85
30 -day4.813.044.246.091.974.346.196.506.31
Annualrunoff(in)
15.056.79
11.5618.918.52
16.9413.0622.7616.05
OHIO 267
Ohio Brush Creek near West Union, Ohio (3A-2375) Lat 38°48'13", long 83"25"16"; drainage area, 388 sq mi; mean annual precipitation, 45.25 in.
Water year
19271928192919301931193219331934193519411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 22Dec. 14Feb. 26Nov. 14Aug . 20July 4Mar. 19Jan. 7Mar. 11Jan. 24Apr. 9Mar. 19Mar. 7Mar. 6June 17Jan. 30Feb. 14Dec. 15Feb. 9Jan. 15Mar. 22Mar. 3July 21Feb. 27Apr. 3Apr. 4Aug. 1Jan. 22Feb. 11
Peak discharge
(cfs)
17,00018,00012,00010,70011,00025,30049,30015,70027,90011,40012,10051,60018,50044,40025,30021,90033,40026,00028,80026,90016,60015,00015,50024,10018,60026,40026,40020,70017,400
Antecedent base
discharge (cfs)
2008179993189
65020985
13590
529143
1,00053
3045444
420286210101
11500353230300338466
Direct runoff (in)
3.531.661.06
.86
.733.072.581.252.60
.83
.904.141.512.491.401.312.612.171.822.621.101.341.042.051.361.921.54
32.641.09
Associated precipitation
(in)
3.512.281.012.263.055.844.651.593.111.662.204.532.313.452.641.601.583.282.012.651.941.975.242.561.742.121.882.531.85
Storm duration (days)
54232323241231121221232312123
Antecedent precipitation
(in)
5 -day0.28
.18
.3001.39
.032.29
.31
.39
.15
.081.34
.281.791.27
.170
.04
.60
.28
.57
.040
.88
.60
.93
.341.31
.70
30 -day2.754.491.103.556.375.044.425.902.782.393.062.273.977.243.394.541.422.156.623.272.781.212.294.304.942.467.842.383.15
Annual runoff (in)
22.7514.8614.1012.277.14
20.2123.208.42
20.566.408.35
21.158.25
19.8815.8717.7518.9617.1623 . 3023.0715.399.275.54
14.2518.0814.6120 . 2313.2512.77
a Runoff probably increased by snowmelt.
Olentangy River at Clarldon, Ohio (3A-2230) Lat 40°35'05", long 82°59'20"; drainage area, 156 sq ml; mean annual precipitation, 56.64 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 7Feb. 14Dec. 16Jan. 16Jan. 4Jan. 27May 23June 17Mar. 22Feb. 26June 29Aug. 8Jan. 22Feb. 11
Peakdischarge
(cfs)
6,8003,2202,3404,9003,2804,9002,3402,0902,3403,1703,6402,090
14,9001,410
Antecedentbase
discharge(cfs)
3431286
45530
157203
119283
12656
126100
Directrunoff
(in)
2.041.52
.851.361.501.88
.94
.76
.991.181.80
.90a4.95
.76
Associatedprecipitation
(in)
1.981.641.352.131.092.111.663.761.471.722.631.644.51
.78
Stormduration(days)
12222222212122
Antecedentprecipitation
(in)
5-day
2.490
.911.730
.531.23
.31
.3301.62
.14
.76
.51
30-day
6.91.48
2.706.852.013.304.592.314.543.005.277.41(b)2.68
Annualrunoff
(in)
20 . 6112.9614.1017.8815.9515 . 637.346.318.58
13.7115.2613.5716.138.26
a Runoff probably increased by snowmelt. b Record missing; not computed.
268 OHIO
Olentangy River near Delaware. Ohio (5A-2255) Lat 40°21'20", long 85°04'05" drainage area, 587 sq mi; mean annual precipitation, 55.02 in.
Water year
1925192419251926192719281929193019511952195519541959194019411942194519441945194619471948194919501951
Data relative to annual peak discharges
Date
May 15Mar. 29Feb. 8Apr. 8Mar. 21Dec. 1Feb. 26Jan. 8July 18Jan. 18May 13Mar. 3June 19June 11Dec. 30Apr. 10Mar. 20Apr. 11Mar. 7June 19June 2Feb. 14Dec. 17Jan. 17Jan. 4
Peak discharge
(cfs)
14,0007,7704,9905,650
14,10012,00015,2009,6704,8804,450
12,4002,560
15,0006,5505,9107,5208,2405,5607,4005,8409,1606,4004,4907,1205,880
Antecedent base
discharge (cfs)
451.90
25510545545
57600
5.6408180168784
111562758163450105566
55126
2,080-
Direct runoff
(in)
1.881.15
.881.842.822.542.142.59
.551.002.65
.471.421.151.111.622.121.271.161.571.571.551.541.62
-
Associated precipitation
(in)
5.851.60
.241.675.595.741.495.142.291.604.011.115.581.951.772.222.532.251.955.182.071.711.941.39
.91
Storm duration (days)
5115551525852525442521412
Antecedent precipitation
(in)
5 -day0.57
.490
.61
.65
.74
.01
.65
.11
.55
.96
.61
.49
.24
.08
.75
.47
.021.042.24
.440.05
1.220
30 -day0.861.951.302.872.304.571.604.792.712.854.281.214.015.981.654.251.712.565.214.945.08
.682.057.871.88
Annual runoff
(in)
10.9915.80
6.1114.2119.2417.0015.7718.026.51
12.9015.852.62
12.0510.556.418.26
14.526.02
12.0410.4819.2512.7414.6518.41_ -
Note. Flow completely annual runoff, in inches,
regulated by Delaware not computed.
Reservoir beginning 1951;
Ottawa River at Kalida, Ohio (4-1880) Lat 40°58'5l", long 84°12'12";
Water year
1951 1952 1935 1934 1935
Data relative to annual peak discharges
Date
Apr. 4 Jan. 18 Jan. 1 Mar. 50 May 4
Peak discharge
(cfs)
1,270 5,850 4,110 2,250 5,450
Antecedent base
discharge (cfs)
115 190 196
95 52
Direct runoff
(in)
0.50 1.42
.97 .94'
1.15
Associated precipitation
(in)
0.95 2.05 1.24 1.51 2.81
Storm duration (days)
2 2 21 2
Antec precip:
(in
5-day0.57
.01
.01
.75
.55
edent tation
30 -day1.82 2.82 2.50 1.96 1.37
Annual runoff (in)
2.05 7.61
13.11 4.40 5.55
OHIO 269
Paint Creek near Greenfleld, Ohio (3A-2320) Lat 39°22'50", long 83°22'30"; drainage area, 251 sq ml; mean annual precipitation, 57.571 in.
Water year
19271928192919301931193219331934193519401941194219431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Jan. 22Dec. 14Feb. 27Dec. 19July 22June 27May 14July 30Sept. 3Apr. 20June 10Apr. 9Mar. 20Mar. 6Mar. 7June 19Jan. 30Apr. 13Jan. 5Feb. 14Dec. 4Jan. 27Jan. 28June 18Mar. 21Apr. 4
Peak discharge
(cfs)
4,6107,4606,9303,0405,3802,5809,5002,0604,780
13,9001,6902,970
10,7004,550
11,9003,7604,7805,5806,9303,2706,2108,610
9901,3103,5104,030
Antecedent base
discharge (cfs)
12082
100582
3424
2325948
396235119480142
1,17017733831018877620041610744
166451
Direct runoff
(in)
2.972.001.54
.771.08
.763.74
.121.293.71
.14
.802.251.172.551.34
.942.201.771.012.011.98
.17
.34
.86
.99
Associated precipitation
(in)
3.362.861.211.373.224.175.491.113.445.721.562.442.993.153.733.141.173.482.771.881.342.89
.942.202.152.05
Storm duration (days)
44122151133214122312921222
Antecedent precipitation
(in)
5 -day0.33
.34
.23
.622.320
.532.1301.372.07
.17
.77
.131.55
.94
.35
.98
.081.01
.26
.58
.211.12
.271.23
30 -day1.384.331.351.934.052.744.495.135.913.314.742.862.733.355.464.324.066.223.345.544.142.763.683.964.324.28
Annual runoff (in)
18.8214.9311.7512.84
6.4613.9419.583.99
10.2410.953.416.58
16.017.05
17.1210.7515.6514.4217.1313.9519.9015.994.413.027.63
11.68
Raccoon Creek at Granvllle, Ohio (3A-1455) Lat 40°03'50", long 82°31'35" drainage area, 85.0 sq ml; mean annual precipitation. 49.59 in.
Wateryear
194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Mar. 3June 4Apr. 9Aug. 4June 3Mar. 6Feb. 27June 30Feb. 14
Peakdischarge
(cfs)
6,240855
2,1405,3405,9805,2202,4404,8604,700
Antecedentbase
discharge(cfs)
544.3
607.6
22310
861420
Directrunoff
(in)
1.81.52.78
1.532.082.131.231.072.12
Associatedprecipitation
(in)
2.052.641.852.854.152.38
.832.641.64
Stormduration(days)
211121111
Antecedentprecipitation
(in
5-day0.561.16
.08
.192.001.530
.700
30 -day3.69
_2.92
_3.884.763.333.881.03
Annualrunoff(in)
14.266.899.03
17.7710.6719.4018.2424.71
270 OHIO
Rock Creek near Rock Creek, Ohio (4-2110) Lat 41°59'05"; long 80°50'10"; drainage area, 56.6 sq mi; mean annual precipitation,
Wateryear
1942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
May 16Feb. 11Apr. 12Feb. 22June 1June 5Mar. 22'May 25Jan. 16Jan. 4Jan. 18Jan. 18Mar. , 1Oct. 15Aug. 19Jan. 22Aug. 24Jan. 21Mar. 30
Peakdischarge
(cfs)
2,9501,7702,2502,5201,1705,1505,7502,0705,8303,2003,3701,0405,2603,5002,1002,2601,4008,0005,380
Antecedentbase
discharge(cfs)
2.790
1202575643
154260120
1318890291071134.6
4525
Directrunoff
(in)
1.601.042.901.87
.622.304.181.552.502.471.91
.752.252.071.62
b2.14.65
b5.44b5.75
Associatedprecipitation
(in)
5.16.64
5.12.60
1.252.324.331.982.33
.972.62
.472.523.762.591.101.852.61
.25
Stormduration(days)
2152221112514151111
Antecedentprecipitation
(in)
5 -day0.11
.47
.70
.081.55
.77
.625.25
.720
.21
.10
.142.100
.02
.05
.560
30 -day1.391.593.17
_7.545.92.3.074.473.741.752.43
.961.646.44(a)2.12
H(a)1.23
Annualrunoff(in)
-24.1215.2014.9920.6524.9515.8515.9027.5425.7725.2011.9016.6220.1129.1616.2714.5720.4225.25
a Record incomplete; not computed.b Runoff probably increased by snowmelt.
Rocky Fork near Barretts Mills, Ohio (5A-2525) Lat 59°15'05", long 85 0 25'05' drainage area, 141 sq ml,' mean annual precipitation, 42.18 in.
Water year
194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 19July 11Apr. 9Mar. 19Mar. 7Mar. 6June 17Jan. 50Feb. 14Jan. 24Apr. 4Jan. 14Mar. 11May 22July 21Mar. 21Apr. 5Apr. 4Aug. 5Jan. 21Feb. 10
Peak discharge
(cfs)
8,1702,8504,750
12,7004,170
15,2003,9805,9908,5506,2906,7206,5002,5805,0506,1502,9802,9805,880
11,1006,0002,860
Antecedent base
discharge (cfs)
1404558
309733293
72196
30274110269
94260180194250
73228119247
Direct runoff
(in)
2.93.42.98
2.28.75
2.52.70
1.001.841.161.661.38
.81
.861.911.111.352.291.262.41
.85
Associated precipitation
(in)
4.672.165.055.501.304.001.961.771.592.665.281.741.922.245.742.241.885.871.645.271.65
Storm duration (days)
512111121222111224122
Antecedent precipitation
(in)
5 -day0.60
.72
.081.45
.951.921.46
.5801.22
.05
.5101.521.57
.44
.58
.20
.551.15
.91
30-day^3.774.043.172.214.937.953.984.701.264.912.063.411.113.932.545.894.471.908.472.123.44
Annual runoff (in)
14.087.299.91
19.087.98
18.3715.0516.5815.9117.0218.2221.2716.225.467.67
14.45-----
Water year
1926 1927 1928 1929 1950 1931 1932
Rocky Fork near Mansfield, Ohio (3Jdrainage area, 38.3 sq mi; mean anr
1-1310) Lat 40°45'00", long 82°28'30"; lual precipitation, 41.47 in.
Data relative to annual peak discharges
Date
Feb. 25 Mar. 20 Nov. 50 Feb. 26 Jan. 7 Aug . 10 Jan. 17
Peak discharge
(cfs)
1,870 2,280 2,280 2,470 1,740 1,520 1,560
Antecedent base
discharge (cfs)
35 45 26 15 41
8 29
Direct runoff (in)
1.01 2.18 1.75 1.67 2.16
.69 1.22
Associated precipitation
(in)
0.87 5.49 5.72 1.40 5.08 2.88 1.88
Storm duration (days)
1 5 5 1 5 1 5
Antec precipi
(in
5 -day0.01
.95
.60 0
.65 0 0
edent tation
30-day2.88 2.82 3.90 1.17 4.41 4.20 2.95
Annual runoff
(in)
14.41 20.58 16.69 19.09 19.85 11.15 14.25
OHIO 271
St. Joseph84 41"50
River near Blakeslee, Ohio (4-1775) Lat 41°31'05", long drainage area, 369 sq mi; mean annual precipitation, 35.37 in.
Water year
1927 1928 1929 1930 1931 1932 1932
Data relative to annual peak discharges
Date
Feb. 8 Dec. 1 Apr. 22 Jan. 4 June 9 Jan. 17 Jan. 24
Peak discharge
(cfs)
2,230 5,460 3,970 3,420
920 1,880 1,880
Antecedent base
discharge (cfs)
1,200 274 304 350
42 437 794
Direct runoff
(in)
0.54 2.31 1.10 1.25
.48
.88
.47
Associated precipitation
(in)
0.33 4.44 2.56
.20 3.30 1.73
.89
Storm duration (days)
1 3 2 2 3 4 3
Antecedent precipitation
(in)
5 -day0.02 1.01 0
.13
.40 0
.52
30-day1.19 2.73 3.93 3.682.58 3.10 4.57
Annual runoff (in)
9.59 14.89 15.56 14.42 3.47 8.81 8.81
St. Marys River near Wlllshire, Ohio (4-1810) Lat 40°44'05", long 84°44'10"j drainage area, 555 sq miq mean annual precipitation, 55.02 in.
Water year
1926 19271928 192919301931 1932
Data relative to annual peak discharges
Date
Apr. 9 Mar. 22Apr. 1 Feb. 28Jan . 15Apr. 3 Jan. 19
Peak discharge
(cfs)
2,930 3,9602,340 2,7404,260
565 2,300
Antecedentbase
discharge (cfs)
715 565
97 395
1,310163 459
Direct runoff
(in)
0.97 1.45
.91
.91
.98
.11 1.04
Associated precipitation
(in)
1.90 3.391.51 1.072.94
.931.41
Storm duration (days)
2 21 131 7
Antecedentprecipitation
(in)
5 -day
0.02 .41.34 .20
2.21.52 .35
30-day
1.932.611.081.186.562.27 2.41
Annual runoff (in)
12.30 16.23
_-
:Salt Creek at Tarlton, Ohio (3A-2350) Lat 39°33'45", long 82°47'00" drainage area, 10.6 sq ml; mean annual precipitation, 58.76 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 18Mar. 27Jan. 24Apr. 3July 28Jan. 26July 1June 13Mar. 4Apr. 3Apr. 4June 14Jan. 21Feb. 10
Peakdischarge
(cfs)
2,7801,600
9101,0801,020
625545
1,720655675
1,1401,0501,190
821
Antecedentbase
discharge(cfs)
9.414196.7
.110
.31.6
147.75.84.2
139.8
Directrunoff
(in)
0.851.011.031.31
.541.40
.25
.371.06
.341.63
.971.99
.82
Associatedprecipitation
(in)
1.431.441.202.152.071.072.12
.711.461.412.991.702.461.18
Stormduration(days)
21121141114222
Antecedentprecipitation
(in)
5 -day6.90
.63
.6001.58
.45
.28
.101.441.37
.041.731.18
.58
30 -day8.614.003.732.106.893.692.261.685.255.251.673.191.982.82
Annualrunoff(in)
20.2714.6614.9715.0117.9616.376.245.07
10.7813.2810.5315.9410.2911.56
Salt Creek near Chandlersvllle, Ohio (3A-1495) Lat 39°54'31", long drainage area, 75.6 sq mi; mean annual precipitation, 37.45 in.
81 0 51'36'
Wateryear
1935193619371938193919401941194219431944194519461947
Data relative to annual peak discharges
Date
Aug. 7Feb. 26June 21Aug. 4July 5Apr. 19Aug. 26Apr. 9Mar. 19Mar. 7Mar. 6June 17May 21
Peakdischarge
(cfs)
4,2802,4204,3502,6502,5505,2403,7202,8003,5302,3704,5103,7202,500
Antecedentbase
discharge(cfs)
31158
261734
2142382
13027
2733774
Directrunoff
(in)
1.371.951.83
.51
.502.72
.661.341.311.152.211.272.01
Associatedprecipitation
(in)
3.12.59
3.673.501.674.611.572.172.122.643.392.201.39
Stormduration(days)
2212143224125
Antecedentprecipitation
(in)
5-day2.510
.381.73
.611.42
.41
.32
.90
.031.291.58
.77
30 -day5.161.816.564.816.583.874.703.493.192.374.276.073.52
Annualrunoff(in)
-16.3023.9317.2514.7215.169.67
11.6116.059.79
21.3718.0417.97
272 OHIO
Salt Creek near Londonderry, Ohio (3A-2360) Lat 39°15'22", long 82°46'12"; drainage area, 286 sq ml; mean annual precipitation, 56.88 In.
Wateryear
1938193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
Mar. 14Apr. 16June 3Apr . 20Apr. 9Mar. 20Mar. 7Mar. 6May 17Jan. 31Apr. 12Dec. 15Apr. 4
Peakdischarge
(cfs)
10,10011,40011,20012,3006,710
13,5008,200
12,0009,2207,620
14,9009,3508,160
Antecedentbase
discharge(cfs)
670454
24508
94420130840245247391
81283
Directrunoff(in)
3.672.022.362.33
.98
.201.162.791.74
.693.581.621.03
Associatedprecipitation
(in)
2.084.026.324.992.302.952.233.293.10
.894.902.681.99
Stormduration(days)
2434124241232
Antecedentprecipitation
(in)
5 -day0.33
.6601.02
.19
.82
.061.30
.68
.42
.16
.01
.30
30-day^2.883.342.782.812.882.783.165.533.533.865.662.121.93
Annualrunoff(in)
-13.8810.9312.866.58
18.928.78
18.4916.1115.4318.8015.1214.14
Sandusky River near Upper Sandusky, Ohio (4-1965) Lat 40°51'02", long 85°15'25";drainage area. 299 sq ml; mean annual precipitation. 34.16 In.
Water year
1922192319241925192619271928192919301931193219331934193519381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 18Jan. 15Mar. 30Feb. 24Apr. 9Mar. 21Dec. 15Feb. 27Jan . 1 3Apr. 27Jan. 16Mar. 15Mar. 3, 4May 4Apr. 9Mar. 13Mar. 4Dec. 30Apr. 11Mar. 21Apr. 12Mar. 21June 18June 3
(a)Feb. 16Feb. 15Dec. 4Jan. 27May 23Apr. 18Mar. 5Feb. 27Apr. 6Aug. 8Jan. 22Feb. 11
Peak discharge
(cfs)
4,5003,1004,6003,5203,8908,2808,9008,5907,6701,5802,7707,3702,0202,3804,3707,9705,6303,1804,6704,2704,3004,5005,3906,3303,7002,7806,8004,5107,0702,0903,0703,6304,3107,6702,680
10,0002,250
Antecedent base
discharge (cfs)
223132134129250258293
35431279181190
1118
180202
9070
365439118172135 208
30146230140302291280200161
90176
90115
Direct runoff
(in)
2.24.88
1.42.91
1.222.141.791.734.27
.281.151.43
.70
.661.241.651.31
.791.741.791.021.421.361.541.00
.611.671.071.64
.37
.81
.72
.992.11
.602.68
.57
Associated precipitation
(in)
4.121.341.871.371.753.322.331.305.31
.902.022.521.383.392.052.901.881.832.522.481.862.663.102.431.61
.982.391.582.041.221.871.141.913.711.563.85
.66
Storm duration (days)
8142342161323531125233212223223124122
Antec precipi
(in
5-day0.08
.11
.89
.61
.84
.62
.820
.741.700
.46
.48
.46
.060
.610
.71
.50
.03
.222.73
.5300
.930
.30
.86
.88
.720
.12
.06
.79
.87
edent tation
30 -day3.683.531.501.742.822.317.761.514.704.162.951.841.081.454.564.323.441.744.331.842.963.995.565.45
.473.284.813.312.884.184.083.082.581.048.201.393.23
Annual runoff (in)
17.7610.2514.707.59
13.1817.3016.0213.0416.575.19
11.8913.383.174.01-
8.898.804.768.98
14.3510.5310.5310.0116.6210.4111.8015.7914.2314.304.264.578.08
10.5212.0511.7013.837.28
a Feb. 14 or 15.
OHIO 273
Sandy Creek at Waynesburg, Ohio (3A-1175) Lat 40°40'22", long 81°15 drainage area, 254 sq mi; mean annual precipitation, 32.13 in.
Water year
19391940194119421943194419451946194719481949195019501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 13Mar. 4July 19Mar. 14Dec. 30Mar. 7May 17May 28June 8Apr. 14Jan. 28Feb. 14Jan. 10Dec. 4Jan. 27May 23Apr. 28Oct. 16Feb. 26Apr. 5Aug. 1Jan. 22Mar. 30
Peak discharge
(cfs)
4,6006,8004,3002,8606,300
-4,1205,4405,3003,6502,8802,7102,7104,2508,0002,1401,7403,5606,0004,0805,380
15,0002,720
Antecedent base
discharge (cfs)
35214213469480
230214327426226348598132330581320278
48258270218140230
Direct runoff (in)
1.311.67
.96
.862.51
.52
.751.611.521.601.10
.83
.421.451.71
.35
.32
.881.231.311.23
a2.94bl.06
Associated precipitation
(in)
2.791.602.741,913.601.942.083.103.273.672.221.591.14
.682.501.681.413.161.982.332.852.73
.05
Storm duration (days)
22246322235216212124>127
Antecedent precipitation
(in)
5-day0
.313.23
.69
.37
.11
.26
.991.52
.28
.58
.742.211.80
.47
.45
.58
.93
.11
.60
.75
.91
.17
30 -day3.432.635.062.411.941.354.343.957.613.432.523.235.084.843.603.624.395.254.391.838.951.591.42
Annual runoff (in)
_12.9610.7011.7316.788.70
14.7716.4815.5111.8713.5715.7115.7121.7118.449.737.88
14.1619.8712.4316.3716.1115.31
a Runoff probably increased by unobserved precipitation, b Runoff probably increased by snowmelt.
Scloto River at La Rue, Ohio (3A-2175) Lat 40°34'28", long 83°25'15" drainage area, 255 sq ml; mean annual precipitation, 57.58 in.
Water year
19271928192919301931193219331934193519381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Mar. 20Dec. 1Feb. 26Jan. 9Apr. 4Jan. 18Dec. 31Mar. 4May 4Apr. 8Mar. 12Apr. 20June 5Apr. 10Mar. 20Apr. 12June 18June 18June 3Feb. 14Dec. 16Feb. 14Dec. 3
Peak discharge
(cfs)
10,7009,1609,5408,7801,9402,8106,1501,5702,3705,0709,5904,8602,7105,0805,0805,5007,7504,3405,6505,2504,4805,8505,400
Antecedent base
discharge (cfs)
137119
30394255151172
1322
146255980233202344104228228226
30459523116
Direct runoff
(in)
2.921.781.812.08
.601.251.06
.47
.671.681.921.74
.641.501.721.232.43
.921.101.531.041.881.31
Associated precipitation
(in)
3.443.031.312.99
.921.901.91
.472.542.282.572.521.772.932.762.513.952.652.19'1.441.812.42
.45
Storm duration (days)
33133413231424-554321222
Antecedent precipitation
(in)
5 -day0.41
.23
.07
.64
.690
.09
.31
.30
.0201.191.88
.09
.56
.071.672.55
.510
.72
.77
.17
30 -day1.802.63
.984.122.002.771.72
.791.333.923.243.584.343.331.062.584.524.604.20
.522.734.044.13
Annual runoff (in)
20.9314.2915.2716.494.119.50
11.523.294.33
-11.839.115.137.51
12.706.55
14.219.26
13.7914.9514.6115.1915.90
274 OHIO
Short Creek near Dillonvale, Ohio (3A-1115) Lat 40°11'35", long 80°44'05"j drainage area, 124 aq ml; mean annual precipitation, 40.25 In.
Water year
1942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 9Apr. 19Apr. 8Mar. 6Oct. 2June 8Apr . 14Apr . 14June 25Jan. 15Jan. 27June 17Mar. 29Oct. 16Feb. 25Apr. 4May 4Jan. 21Feb. 11
Peak discharge
(cfs)
2,9602,8202,6606,5001,7002,8105,1705,4602,4804,5505,1202,420
6905,5402,9602,7702,1605,9501,080
Antecedent base
discharge (cfs)
10086
17445512011811415042
187252
504154
178150152
95180
Direct runoff
(in)
1.05.80.59
2.06.55.85
2.02.'80
.51
.891.55
.47
.261.05
.50
.71
.571.16
.28
Associated precipitation
(in)
2.561.65
.975.211.515.243.911.702.411.422.243.14
.993.351.121.912.251.891.02
Storm duration (days)
2211123221222223322
Antec precipi
(in
5-day0.22
.78
.16
.47
.81
.45
.04
.05
.05
.041.05
.22
.50
.53
.11
.951.311.34
.69
sdent tat ion
30 -day5.482.545.915.568.976.515.252.471.871.985.795.515.113.825.172.553.272.212.62
Annual runoff (in)
11.1918.5911.5617.7915.6511.9913.0817.1817.5921.1717.539.115.06
13.0418.6111.0511.2015.1510.40
Sugar Creek above Beach City Dam, at Beach City, Ohio (5A-1250) Lat 40"59'25", long 81"54'40"j drainage area, 160 aq mi; mean annual pre- cipitatlon, 29.16 in.
Wateryear
19451946194719481949195019511952195519541955195619571958195819591960
Data relative to annual peak discharges
Date
May 18May 29June 8Apr. 12.Jan. 28Feb. 15Jan. 4Jan. 27May 24Apr. 18Mar. 4Feb. 26June 29Apr. 50July 12Jan. 22Mar. 29
Peakdischarge
(cfs)
2,5605,6502,6505,7601,7002,2002,0005,520
8921,0603,2605,0204,3101,9501,9507,9602,160
Antecedentbase
discharge(cfs)
7575
550120199258
35238
70101214
65110
56899585
Directrunoff
(in)
0.872.521.151.69
.681.04
.841.75
.45
.47
.941.171.25
.77
.85b5.60bl.OO
Associatedprecipitation
(in)
1.822.755.253.091.431.821.072.251.451.522.162.433.072.511.955.74
.50
Stormduration(days)
22225522124222229
Antecedentprecipitation
(in)
5 -day
0.22.57
1.99.22.92.74.01.55.46.45.75
01.85
.515.181.02
.09
30-day
5.865.896.564.293.174.082.065.565.505.902.555.674.53(a)6.191.801.49
Annualrunoff
(in)
_14.9415.0512.5510.4515.5715.7415.62
6.174.878.44
14.8111.7512.0012.0015.6511.82
Record incomplete; not b Runoff probably increas
computed.ed by snowmelt.
Sugar Creek at Strasburg, Ohio (3A-1245) Lat 40°55'12", long 81°51'28"; drainage area, 510 aq mi; mean annual precipitation, 58.68 in.
Water year
1952 1955 1935 1936 1937 1938 1959
Data relative to annual peak discharges
Date
Jan. 18 Mar. 15 Aug. 7 Feb. 26 Jan. 25 Dec. 19 Mar. 15
Peak discharge
(cfs)
4,660 6,590
19,700 5,830 9,100 5,160 7,510
Antecedent base
discharge (cfs)
306 264 170 145
1,580 29
251
Direct runoff
(in)
1.44 1.29 2.55 1.59 5.47 1.07 1.45
Associated precipitation
(in)
2.52 2.45 5.72
.81 4.05 2.11 2.48
Storm duration (days)
5 2 1 2 5 5 2
Antec precipi
(in
5-day0.50
.44 2.07 0 1.65 0 0
sdent tat ion
30-day^5.77 1.80 8.42 2.49 5.46
.71 5.59
Annual runoff (in)
12.56
12.09 19.5514.87
OHIO 275
Talawanda Creek near Hamilton Ohio (3A-2735) Lat 39°27'30", long 84 032'50' drainage area, 311 sq ml; mean annual precipitation, 39.97 In.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 16Apr. 15Apr. 20June 2Sept. 8Mar. 19Apr. 11Mar. 6Feb. 13June 2Mar. 27Jan. 4Jan. 16Nov. 20Jan. 26Mar. 4July 21July 17Nov. 16May 22June 13Jan. 21June 30
Peak discharge
(cfs)
13,50015,50012,4004,710
12,20022,70011,60019,00012,70018,30016,50024,80019,00017,30021,6006,4004,2408,800
16,60016,10013,30044,50012,000
Antecedent base
discharge (cfs)
270270297
1235
760164370170613520194810
90328102
4.38761
143140160196
Direct runoff
(in)
2.102.011.92
.37
.572.242.802.551.132.181.753.152.351.322.66
.55
.10
.371.392.61
.963.52
.33
Associated precipitation
(in)
2.313.004.563.863.242.853.272.891.453.071.944.193.632.233.371.181.49
.771.714.711.945.28
.45
Storm duration (days)
3433125122224122243622
/ 3
Antecedent precipitation
(in)
5-day0.11
.351.240
.012.19
.101.250
.67
.93
.91
.88
.18
.70
.11
.45
.6401.713.79
.861.22
30-day2.842.623.691.603.943.902.884.911.176.674.533.156.89
.742.681.332.364.061.922.495.631.694.89
Annual runoff (in)
15.2014.808.143.09
11.2617.168.03
17.6110.4418.8612.9618.7323.0020.2415.56
7.432.279.58
13.9012.7720.78
--
Tenmlle Creek at Toledo, Ohio (4-1770) Lat 41°39'28", long 83°37'19"; drainage area, 139 sq ml; mean annual precipitation, 33.62 In.
Water year
1946 1947 1948
Data relative to annual peak discharges
Date
Mar. 8 June 3 Feb. 29
Peakdischarge
(cfs)
1,050 1,420 1,680
Antecedent base
discharge (cfs)
85 116
75
Direct runoff
(in)
0.79 .72 .75
Associated precipitation
(in)
1.03 1.60 1.14
Storm duration (days)
32 2
Antecedent precipitation
(in)
5 -day0.10
.31 0
30-day1.53 4.23 1.50
Annual runoff (in)
7.69 8.65
10.63
Touby Run at Mansfield, Ohio (3A-1305) Lat 40°45'55' 1 drainage area, 5.17 sq ml; mean annual precipitation.
long 82°32'35"; 38.47 in,
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 6Mar. 23Mar. 26Jan. 15Nov. 20Jan. 26May 22Apr, 22Mar. 1Nov. 16Sept. 20July 31Jan. 21June 22
Peakdischarge
(cfs)
965505243800349505172172380565417400910172
Antecedentbase
discharge(cfs)
68.25.18.7
.65.25.63.58.6
.5
.52.53.51.3
Directrunoff(in)
1.42.75.47
1.82.67
1.72.66.48.56.88.86.70
3.28.22
Associatedprecipitation
(in)
3.062.211.112.772.092.271.741.49
.863.605.633.094.63
.85
Stormduration(days)
11121221121321
Antecedentprecipitation
(in)
5 -day1.92
.42
.541.72
.171.481.101.04
.18
.01
.10
.64
.67
.44
30-day5.742.152.087.711.363.254.445.102.382.622.245.281.544.45
Annualrunoff(in)
17.2311.9712.2815.4115.8214.698.006.197.83
15.8312.0913.9216.3911.81
770-960 O-65 19
276 OHIO
Town Creek near Van Wert, Ohio (4-1910) Lat 40°49'30", long 84°34'50"; drainage area. 20.4 sq mi; mean annual precipitation. 54.09 in.
Water year
19461947194819491950195119521953
Data relative to annual peak discharges
Date
June 27June 2Mar. 21Feb. 15Feb. 14Feb. 21Mar. 11Mar. 4
Peak discharge
(cfs)
_720935820785696810640
Antecedentbase
discharge (cfs)
3.425794.5
2156
7.14
Direct runoff (in)
0.821.772.121.462.611.571.841.04
Associated precipitation
(in)
0.763.142.901.662.681.352.501.80
Storm duration (days)
12112112
Antecedentprecipitation
(in)
5-day
0.76
1.040
.30
.18
.14
.02
30 -day
5.385.763.103.304.681.38
.641.71
Annual runoff (in)
8.8412.2412.8514.2820.6318.3816.516.35
Whetstown Creek near Shawtown, Ohio>(5A-2255) Lat 40°28'30", long 82°56'40"j drainage area, 61.7 sq ml; mean annual precipitation, 57.56 in.
Wateryear
194719481949195019511952195319541955
Data relative to annual peak discharges
Date
June 2Feb. 14Dee. 16Jan. 16June 9Jan. 27May 23Apr. 17Mar. 4
Peakdischarge
(cfs)
3,7004,9201,8903,3102,5803,5501,2501,2401,730
Antecedentbase
discharge(cfs)
676
86171
9.2606739
112
Directrunoff
(in)
2.002.371.131.83
.662.10
.67
.59
.78
Associatedprecipitation
(in)
2.101.671.152.713.482.171.911.752.04
Stormduration(days)
211313132
Antecedentprecipitation
(in)
5-day0.260
.991.08
.341.081.27
.201.12
30 -day3.69
.462.807.232.917.234.394.685.45
Annualrunoff(in)
21.6814.7915.4119.6217.2516.348.616.098.97
Wolf Creek at Dayton, Ohio (3A-2710) Lat 39°46'00", long 84°14'10";drainage area, 69.5 sq mi; mean annual precipitation,
Wateryear
193919401941194219431944194519461947194819491950
Data relative to annual peak discharges
Date
Jan. 30Apr. 19June 13Dee. 24Mar. 19Apr. 11June 10Feb. 13Jan . 30Mar. 27July 8Jan. 15
Peakdischarge
(cfs)
4,6803,700
5474,0209,9505,1206,0602,6004,2003,8106,2003,720
Antecedentbase
discharge(cfs)
2060
68.4
12354102465
1536.8
120
Directrunoff
(in)
1.141.87
.37
.711.82
.90
.61
.66
.87
.83
.82
.66
Associatedprecipitation
(in)
1.902.222.922.602.531.971.171.311.381.821.821.24
Stormduration(days)
234112112122
Antecedentprecipitation
(in)
5-day0.05
.30
.3301.531.59
.03
.02
.291.4201.36
30 -day1.512.985.04
.503.254.753.501.203.534.285.017.31
Annualrunoff(in)
13.859.323.137.73
11.075.54
14.398.58
14.8710.3714.3217.19
OKLAHOMA 277
Barnitz Creek near Arapaho. Ok la. (7-3245) Lat 35°35', long 99°02'j drainage
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 30Apr. 8May 10Nov. 1Aug. 1May 16Apr. 22Aug. 18Apr. 30June 8Oct. 4May 1June 20May 26Oct. 2
Peakdischarge
(cfs)
1,4206,0001,6002,3602,2407,700
168252
1,8801,0201,0501,1601,2903,2501.820
Antecedentbase
discharge(cfs)
6.06.00
_6.00
.100
.601.801
74
Directrunoff(in)
0.32.22.07 .29.47.03.02.18.05.06.11.27.42.34
Associatedprecipitation
(in)
2.122.53
.51
2.805.131.82
.472.481.381.644.666.194.77-
Stormduration(days)
411 22322224253
Antecedentprecipitation
(in)
5-day
2.11.65
0-.01.05.21.06
2.65.52.30
1.912.83
.920
30 -day
3.922.45
.50
5.83.57
1.341.703.927.241.607.043.284.802.28
Annualrunoff(in)
0.451.70
.571.82
.99
.94
.08
.09
.72
.35
.08
.82
.361.291.66
Bird Creek at Avant. Okla. (7-1765) Lat 36°29', long 96°04'j drainage 564 so ml; mean annual precipitation. 57.59 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 30May 9May 16June 26May 19Aug. 1June 21Nov. 12May 12May 2May 20Oct. 5June 12Mar. 23July 15Oct. 2
Peakdischarge
(cfs)
al5j6006,920
10,40014,50010,30014,30011,2009,700
11,90011,5009,9701,320
25,4004,100
12,80032.400
Antecedentbase
discharge(cfs)
202222
14418
11322
1818.5
.437
0200236
42119
Directrunoff
(in)
2.78.29
1.05.84
1.171.511.39
.47
.901.161.01
.182.96
.36
.885.28
Associatedprecipitation
(in)
6.071.402.391.972.962.732.85
.762.615.452.654.385.91
.853.408.94
Stormduration(days)
3322242123232123
Antecedentprecipitation
(in)
5-day7.38
.311.285.23
.48
.84
.330
.15
.080
.621.56
.051.081.47
30 -day8.381.134.247.302.308.833.763.722.652.344.661.56'
12.864.355.124.49
Annualrunoff(in)
-4.296.026.446.479.597.065.812.072.113.80
.2018.252.905.30
12.38a Maximum during period August to September.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 11Mar. 15Oct. 1May 16June 22July 10July 11June 22Nov. 12May 13May 2May 21Oct. 5May 21Mar. 24May 26Oct. 3
Peakdischarge
(cfs)
8,2108.690
12,9008,360
10,80014,2008,8009,1605,1405,0005,6404,9201,240
13,2003,6305,570
35,600
Antecedentbase
discharge(cfs)
2149
.922
110
22791
71.7
160
274210320
24
Directrunoff
(in)
0.85.97
3.041.352.052.261.281.50
.56
.691.46
.75
.192.37
.54
.567.89
Associatedprecipitation
(in)
2.141.426.202.476.123.174.843.291.401.905.532.254.023.231.631.13
13.24
Stormduration(days)
21323312112233124
Antecedentprecipitation
(in)
5-day
0.37
5.211.23
.661.29
.22
.240
.11
.020
.372.661.561.268.45
30-day
3.062.457.094.271.514.862.175.023.622.101.514.201.16
13.835.106.66
12.66
Annualrunoff
(in)
_9.324.656.128.15
10.007.876.965.422.281.982.53
.2617.454.125.37
14.70
278 OKLAHOMA
Otter Creek at Mountain Park. Okla. (7area, 164 sq mi} mean annual precipj
Water year
1946 1947 1948 1949 1950 1951
-3065) Lat 34° 42', long 98°59'j drainage tation, 27.37 in.
Data relative to annual peak discharges
Date
May 28 May 16 June 23 June 3 July 18 May 18
Peak discharge
(cfs)
2,380 5,110 3,910 4,800 4,700 4,450
Antecedent base
discharge (cfs)
5.4 45 0
17 0 0
Direct runoff (in)
0.40 1.08
.57
.86
.71 1.10
Associated precipitation
(in)
1.23 3.47 2.54 2.20 3.75 4.78
Storm duration (days)
1 1 3 1 1 2
Antecedent precipitation
(in)
5 -day
0.75 2.45 0
.58
.20
.02
30 -day
3.28 5.59 2.55 8.65 3.85 1.12 J
Annual runoff (in)
3.11 1.05 3.27 1.80 2.82
Note. Small diversion above station for irrigation and water supply.
Pryor Creek near Pryor, Okla. (7-1920) Lat 36°17', long 95°20', drainage Erea f 229 sa mi; mean annual precipitation, 45.18 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 23May 19May 11July 2Mar. 11Apr. 24May 1Sept. 50May 15May 25Mar. 24July 23Oct. 3
Peakdischarge
(cfs)
11,6008,3007 ,,9003,8902,6104,4001,0002..1202,580
15,7002,1001,810
32.000
Antecedentbase
discharge(cfs)
9.1183.2
148337
0.1.5
327256
.632
Directrunoff
(in)
4.232.302.511.29
.70
.99
.32
.40
.346.87
.51
.3410.44
Associatedprecipitation
(in)
9.215.185.553.661.522.514.381.014.206.841.112.33
10.38
Stormduration(days)
3222213324225
Antecedentprecipitation
(in
5-day
0.91.46.07.03
00
.14
.702.284.301.161.044.84
30 -day
2.692.87
.964.362.043.571.824.234.75
10.815.614.926.36
Annualrunoff(in)
11.5111.066.795.146.422.89
.741.101.40
20.883.802.20
20.51
Turkey Creek near Drummond. Okla. (7-1590) Lat 36°19', - - 29.82 in.
long 98°00'j drainage
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 10May 28July 29June 21Apr. 22June 5May 25June 18Oct. 2May 16Nov. 17Sept. 25May 28
Peakdischarge
(cfs)
1,6204,390
16,3002,710
2541,230
9085,3201,750
18,800695
1,5905,950
Antecedentbase
discharge(cfs)
0.1180
25183.600.11.93.8
585.30
17
Directrunoff(in)
0.19.59
1.29.56.06.06.16
2.08.52
3.45.07.54
1.33
Associatedprecipitation
(in)
1.70.82
3,492.582.372.372.614.212.977.86
.554.892.98
Stormduration(days)
2212333327121
Antecedentprecipitation
(in)
5-day
0.89.90
1.14.02
0.65.08
1.482.53
.392.52
.66
30-day
1.196.746.054.70
.852.624.595.573.809.511.573.403.56
Annualrunoff(in)
0,747.195.654.81
.32
.37
.333.36
.609.80
.62
.758.29
OREGON 279
Blue River above Quentln Creek, Oreg. (14-1610) Lat 44°16'00", long 122°12'00"j drainage area, 11.5 sq ml; mean annual precipitation 65.68 In.
Wateryear
19481349195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Jan. 6May 2Feb. 24Oct. 29Oct. 23Jan. 18Nov. 22June 8Dec. 21Dec. 11Dec. 20
Peakdischarge
(cfs)
1,320964
1,4101,090
5601,6301,310
2672,0801,8501,290
Antecedentbase
discharge(cfs)
163169117
2545
15928
110127
2042
Directrunoff
(in)
5.813.696.306.152.958.116.548.494.583.813.27
Associatedprecipitation
(in)
6.076.205.308.376.165.837.79
(a)7.786.549.33
Stormduration(days)
2325623
a!4323
Antecedentprecipitation
(in)
5-day
3.571.42
.581.401.512.772.34-
2.912.974.08
30 -day
10.103.52
14.1810.077.88
10.655.67
-16.987.068.96
Annualrunoff
(in)
92.8381.8097.13
102.8686.7780.9078.2865.82
117.2875.0381.99
a Seasonal snowmelt rise.Note. Records for 1956-58 furnished by Forest Service.
Blue River near Blue River, Oreg. (14-1620) Lat 44°11'00", long 122°16'50"; ""drainage area, 75 sq mi; mean aTinual precipitation 67.10 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 4Apr. 14Jan. 22Dec. 2Feb. 28Jan. 18Dec. 18Dec. 31Nov. 4Feb. 8Dec. 28Dec. 14Jan. 7Dec. 12Feb. 24Oct. 28Oct. 23Jan. 18Nov. 22Den. 31Dec. 21Dec. 11Dec. 20Jan. 27Feb. 8
Peak discharge
(cfs)
5,5004,9005,8004,3202,3502,5704,3108,0203,9004,510
13,3007,3608,7406,5105,5605,9004,620
10,9009,3804,0309,500
10,0008,4004,3902,960
Antecedent base
discharge (cfs)
225540622136369356281
1,050212680345376550486547157272
1,010125242851
98244347642
Direct runoff
(in)
5.725.393.964.124.643.274.836.042.182.69
10.1511.826.706.845.365.503.729.707.642.807.065.286.862.833.40
Associated precipitation
(in)
7.196.164.865.604.423.956.689.214.382.449.07
10.225.92
10.734.239.016.476.748.285.648.106.74
10.775.005.24
Storm duration (days)
4334565432452624633334547
Antecedent precipitation
(in)
5 -day
2.45.84
2.480
.36
.0305.18
.802.681.55
.304.293.04
.60
.731.633.092.224. IB3.343.334.642.041.94
30 -day
6.235.918.908.37
12.526.82
11.7816.079.00
10.3110.4211.369.75
12.3113.389.548.178.965.838.82
17.387.419.269.186.36
Annual runoff (in)
59.9460.0480.9354.2347.1940.5158.58
101.1539.5761.8380.3474.2387.1675.3584.1489.5475.2178.1083.0962.82
106.8766.5677.4367.5569.55
280 OREGON
Breitenbush Creek above French Creek, near Detroit, Oreg. (14-1790) Lat 44°45':
Wateryear
19331934193519361937193819391940194119421943194419451946194719481949195019511952
one 122°08'00"t drainage area. 108 sq mij mean annual precipitation, 69.44 1Data relative to annual peak discharges
Date
June 9Dec. 22Dec. 20Jan. 4Apr. 14Jan. 22Dec. 5Feb. 6Nov. 29Dec. 2Nov. 23Nov. 4Feb. 8Dec. 28Dec. 15Jan. 7May 2Feb. 25Nov. 2Oct. 23
Peakdischarge
(cfs)
4,6908,1007,0605,5305,5306,0802,9204,4203,9705,6509,7104,1505,730
11,6008,5209,6805,3405,9206,3503.630
Antecedentbase
discharge(cfs)
1,260705578850600735216416310280553352395380600600900672600460
Directrunoff
(in)
2.919.053.371.674.482.582.912.511.572.734.141.392.136.989.324.522.514.042.771.04
Associatedprecipitation
(in)
3.589.616.432.917.494.366.395.792.955.965.393.525.288.30
11.567.545.464.855.123.82
Stormduration(days)
25424244533334422323
Antecedentprecipitation
(in)
5-day0.172.79
.514.831.492.78001.89
.065.881.442.351.951.245.33
.75
.298.282.42
30 -day
3.3913.236.976.904.66
15.074.845.30
10.589.00
16.8212.0910.6814.6014.9412.242.26
11.3519.1712.09
Annualrunoff(in)
82.4670.9468.6666.1561.3080.8354.8250.8842.2454.7293.4142.5555.1276.1772.9583.5580.9687.5493.2772.40
Coast Fork Wlllamette River at London. Oreg. (14-1525) Lat 43°38'30", long 125°05'10"; drainage area, 69 sq ml; mean annual precipitation 45.25 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 13Apr . 1 4Mar. 18Mar. 12Feb. 28Dec. 26Nov. 15Dec. 30Nov. 4Feb. 13Dec. 28Nov.Jan. 6Dec. 12Jan. 23Oct. 28Nov. 29Jan. 18Nov. 23Dec. 30Dec. 22Dec. 11Dec. 20Feb. 14Feb. 9
Peak discharge
(cfs)
3,3503,8203,8202,7801,8502,0406,0706,6502,2101,7508,8002,6104,1204,8902,7906,7902,7606,1106,6302,1106,2102,9605,2802,4802,190
Antecedent base
discharge (cfs)
540387305262207276
47560
68214372300360360207
7690
33086
128966
7950
212388
Direct runoff
(in)
5.203.922.191.432.201.603.626.491.311.085.081.982.974.045.766.172.605.585.172.404.332.775.931.502.20
Associated precipitation
(in)
5.335.012.732.614.022.336.307.063.551.766.364.155.284.955.54
10.205.536.957.283.008.113.629.704.334.09
Storm duration (days)
5332634322332476455354722
Antecedent precipitation
(in)
5 -day
2.82.79
2.50.73.06
2.43.43
3.77.61
1.871.222.493.252.362.10
.73
.252.471.74
.945.89
.964.081.392.97
30 -day
8.245.814.914.048.754.722.68'
12.216.188.318.267.396.94
10.2910.967.875.258.354.495.87
16.853.845.466.497.39
Annual runoff (in)
35.2735.5450.3428.5025.0123.7335.6258.5622.8231.6247.9637.7152.0640.4544.2353.9847.5647.5752.4534.9967.9039.8743.1533.4435.12
OREGON 281
East Fork Dairy Creek at Mountaindale, Oreg. (14-2055) Lat 45°38'05", long 125"02'55"; drainage area, 45 sq ml; mean annual precipitation, 48.24 in.
Wateryear
19411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Jan. 18Dec. 19Mar. 31Dec. 4Feb. 7Feb. 6Feb. 2Jan. 7Feb. 17Feb. 25Feb. 11
Peakdischarge
(cfs)
8901,1001,140
3491,1601,3801,3001,1101,4201,270
896
Antecedentbase
discharge(cfs)
10089562866
250192470200458207
Directrunoff(in)
1.282.902.94
.541.802.261.311.252.352.962.99
Associatedprecipitation
(in)
4.727.408.243.176.434.042.833.303.392.923.95
Stormduration( days)
46637323536
Antecedentprecipitation
(in)
5-day
0.08.32.14
1.0901.371.744.213.31
.161.09
30-day
7.626.44
.784.165.187.946.649.176.816.42
p.0. 24
Annualrunoff(in)
19.7728.7038.0918.7625.8340.1532.4040.6937.3447.6043.74
East Fork Hood River above Intake, near Mount Hood. Oreg. (14-1135) Lat 45°31' ; long 121°54'j drainage area, 77.2 sq mij mean annual precipitation, 59.84 in.
Water year
1916 1917 1918 1919 1920 1921 1922
Data relative to annual peak discharges
Date
Dec. 21 June 9 Dec. 18
May 16 Jan . 'd June 4
Peak discharge
(cfs)
1,280 700
2,420
455 1,080
725
Antecedent base
discharge (cfs)
169 488
238 250 420
Direct runoff
(in)
0.60 1.87
1.41 .43
3.98
Associated precipitation
(in)
3.63 (a)
(a) 3.30
(a)
Storm duration (days)
2 a7
all 2
a!5
Antecedent precipitation
(in)
5-day
0.76
3.28
30-day
14.14
11.75
Annual runoff
(in)
59.03 46.16 65.74
a Seasonal snowmelt rise.Note. Slight diversion for irrigation above station.
Gales Creek near Forest Grove, Oreg (14-2045) Lat 45°33'20", long 123°11«05" drainage area, 66 sq ml; mean annul*! precipitation 42.29 in.
Wateryear
1941194219431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Jan. 18Dec. 19Nov. 23Dec. 4Feb. 7Nov. 26Feb. 2Jan. 7Feb. 17Feb. 24Jan. 17Dec. 5Jan. 11Feb. 12Nov. 18Dec. 21
Peakdischarge
(cfs)
3,1102,9002,7301,0604,0403,2003,1202,2206,4103,4102,0704,9602,1703,3601,6706,300
Antecedentbase
discharge(cfs)
207189317
41170221359798400752378350390427
35444
Directrunoff
(in)
3.594.592.221.632.212.341.951.874.373.913.365.431.133.782.464.45
Associatedprecipitation
(in)
5.418.284.904.354.615.803.073.746.433.286.174.622.935.257.587.86
Stormduration(days)
3645232242533393
Antecedentprecipitation
(in)
5 -day
0.11.29
4.3202.35
.551.734.645.07
.14
.933.474.550
.473.89
30-day
7.658.60
10.823.104.65
10.266.889.909.697.28
10.5710.2510.678.714.27
12.93
Annualrunoff(in)
27.0933.0250.9024.2733.2952.5742.6949.7349.1255.3559.2344.8845.7460.5244.5878.96
282 OREGON
Johnson Creek at Sycamore, Oreg. (14-2115) Lat 45°28'50", long 122°30'25"; drainage area, 28.2 sq mi: mean annual precipitation 53.25 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 18Dec. 19Nov. 23Feb. 6Feb. 7Nov. 27Dec. 12Jan. 7Feb. 10Jan. 10Nov. 17Dec. 1Jan. 18Jan. 22Apr. 12Jan. 4Mar. 7Apr. 20Dec. 11Feb. 7
Peak discharge
(cfs)
499937
1,770260529888
1,4201,9002,110
8391,160
7141,0201,590
5061,8201,560
848782679
Antecedent base
discharge (cfs)
393689227034558912903220
194119
468062
13660
100
Direct runoff (in)
1.403.063.03
.64
.702.062.402.813.50
.823.591.732.801.79
.912.361.93
.98
.85
.58
Associated precipitation
(in)
4.146.055.832.622.205.664.655.133.121.535.674.024.052.352.854.634.292.482.742.26
Storm duration (days)
57362423523632333222
Antecedent precipitation
(in)
5 -day
0.29.02
2.0101.51
.251.063.00
.912.43
.19
.062.131.70
.392.532.402.102.631.69
30 -day
6.0510.5314.164.477.13
10.309.998.642.019.138.474.25
10.057.526.71
13.776.385.209.436.83
Annual runoff (in)
13.0620.5838.149.73
20.6223.9421.3431.8228.6629.5038.6824.7125.3632.6321.3941.9623.2925.6525.1024.69
Little Sandy River near Marmot, Oreg. (14-1405) Lat 45°25', long 122°07'; drainage area, 179 sq mi; mean annual precipitation, 78.11 in.
Water year
1914 1915 1916 1917 1918 1919
Data relative to annual peak discharges
Date
Jan. 5 Nov. 13 Nov. 17 Nov. 27 Dec. 18 Dec. 14
Peak discharge
(cfs)
934 514
1,510 1,0301,710
518
Antecedent base
discharge (cfs)
54 66 86 44
115 72
Direct runoff
(in)
3.95 1.91 6.80 3.59 8.47 2.40
Associated precipitation
(in)
4.91 3.51 5.30 5.34 9.89 2.53
Storm duration (days)
6 3 4 3 4 5
Antecedent precipitation
(in)
5-day
0.94 .97
2.39 .17
5.46 .93
30 -day
3.13 5.23 7.83 7.22
13.30 7.64
Annual runoff
(in)
94.10 70.67
128.30 108.89 106.44
Little Zigzag River at Twin Bridges, near Rhododendron. Ores. (1Lat 45 0 18'50", long 121°48'30"} drainage area, 3.7 sq mij mean
4-1310) annual
precipitation, 59.03 in.
Wateryear
1927192819291930193119321933193419351936
Data relative to annual peak discharges
Date
Nov. 29Nov. 25May 24Feb. 1Mar. 31Mar. 18June 8Dec. 22Dec. 19Jan. 2. 4
Peakdischarge
(cfs)
90504142
2507680
1209069
Antecedentbase
discharge(cfs)
25253824
_2038292620
Directrunoff
(in)
0.45.47.45.18_
1.25.53
3.64.74
1.41
Associatedprecipitation
(in)
4.127.121.431.39-
4.492.77
12.095.068.13
Stormduration(days)
2222-52735
Antecedentprecipitation
(in)
5-day
1.421.7701.51-.43.07
2.911.031.78
30-day
8.088.842.684.12-
6.453.52
12.5910.245.67
Annualrunoff
(in)
89.76100.9192.0089.4981.7884.58
100.74106.75
89.8991.31
OREGON 283
Long Tom River near Noti. Oreg. (14-1665) Lat 44°03'00", long 123°25'30"j drainage area. 88 sq mij mean annual precipitation, 52.78 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 13Apr. 14Mar. 19Feb. 7Feb. 7Jan. 19Dec. 20Jan. 1Dec. 5Feb. 8Dec. 29Dec. 15Jan. 7Feb. 18Jan. 22Nov. 16Dec. 5Jan. 19Jan. 28Dec. 31Dec. 22Mar. 8Dec. 20Jan. 12Feb. 9
Peak discharge
(cfs)
4,5002,5003,5301,390
a2jl201,7002,0604,300
8991,9204,4902,4604,6704,9302,7203,3302,5503,7905,4001,5SO6,9902,4003,5103,7702,980
Antecedent base
discharge (cfs)
825365326540196206172640
73140300221520567385127295500620248636441
67227438
Direct runoff
(in)
4.842.754.78
.972.351.773.335.091.061.773.073.123.334.623.844.472.065.014.94
.995.971.843.423.961.64
Associated precipitation
(in)
8.704.556.822.824.425.96
11.207.024.464.065.436.365.075.793.358.323.896.796.842.22
11.704.238.837.333.55
Storm duration (days)
7355578457343644354244542
Antecedent precipitation
(in)
5 -day
2.10.76.77.98.05.48.04
4.07.03
2.561.201.143.902.502.08
.013.152.192.231.687.292.413.624.802.55
30-day
7.535.346.364.854.47
13.2114.6414.354.557.486.67
12.508.975.81
11.0011.258.908.719.986.28
17.168.694.989.258.06
Annual runoff (in)
31.2434.3655.2923.0928.1521.1729.3052.8420.0228.2040.7533.2646.3838.9744.6251.0142.7839.7152.9628.5962.6828.8339.8233.4026.98
a Maximum observed.
284 OREGON
McKenzle River at McKenzie Bridge. Oreg. (14-1590) Lat 44°10'50", long 122°07'20" drainage area. 545 sq mi; mean annual precipitation 67.10 in.
Water year
19111912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 3Jan. 13Mar. 31Apr. 15
-Feb. 7
--
Jan. 22Jan. 26Dec. 30Nov. 21Jan. 6Feb. 4Feb. 4Feb. 6Feb. 20Nov. 28Mar. 21Dec. 18Apr. 1Mar. 19June 9Jan. 23Dec. 21Jan. 11Apr . 14Jan. 22Dec. 5Mar. 26Nov. 29Dec. 19Dec. 31Nov. 4Feb. 13Dec. 28Dec. 15Jan. 7May 2Feb. 25Nov. 1Oct. 23Jan. 18Dec. 19June 9Dec. 22Dec. 11Dec. 20Jan. 27Mar. 29
Peak discharge
(cfs)
a3,7107,660
a5,030a2,920
-5,750
--
5,1506,2508,7508,250
16,500a3,540a7,4208,300
12,0007,4203,2404,580
10,4007,6607,1507,3505,2106,3505,6606,0602,9003,0002,6104,710
11,3004,2405,530
13,30010,30010,3007,3905,8008,0404,630
12,7008,0203,950
13,0009,3808,6304,3003,770
Antecedent base
discharge (cfs)
1,550960
1,4702,120
-1,360
--
1,5002,1001,7501,320
-1,6001,390
---
1,4301,2702,1602,0303,1202,3701,6002,3401,7401,9101,1001,6301,0901,0501,4801,3102,7601,3901,8802,4102,6202,0401,6501,4601,7802,6402,3202,9101,3701,6202,4002,190
Direct runoff (in)
0.621.651.40
.30-
1.04-,-.84
1.051.412.06
-.49
2.09---.32.64
2.251.951.362.651.461.881.131.011.09
.40
.42
.942.21
.59
.622.443.831.861.261.071.121.133.401.245.522.201.301.22
.35
.22
Associated precipitation
(in)
2.295.216.481.32-
5.39--
4.242.554.118.89
-1.643.46---
4.064.935.485.091.624.543.638.516.295.145.651.112.464.129.574.383.838.989.315.92
.514.062.775.749.384.38
(b)8.077.449.383.873.84
Storm duration (days)
2232-2--3225-45---22342637335333432442222552
b!733323
Antecedent precipitation
(in)
5-day
5.305.98
.911.09-
3.77--
4.81.06
2.633.20
-3.283.29---.42
5.261.28
.55
.221.541.054.62
.842.480
.201.482.605.18
.803.421.551.134.291.21
.596.962.403.090-
5.392.814.251.941.38
30 -day
17.5413.014.924.02-
12.03---
1.3211.175.61
-7.78
10.35---
4.009.606.074.753.488.628.20
12.635.918.908.757.719.978.62
22.169.79
11.1510.4110.7810.153.54
13.7415.368.25
11.4719.68
-20.566.819.288.89
10.42
Annual runoff (in)
58.9067.4670.4762.4855.4679.0371.7667.5665.7962.5483.3763.4961.5054.3769.92
-
67.4670.4954.4049.4148.3667.2969.6462.0263.0259.6256.6968.5454.3349.0943.2251.8375.7249.2855.1565.7766.5274.4571.5977.0887.0770.4474.9179.2165.7694.5870.7871.0764.9264.24
Maximum observed, b Seasonal snowmelt rise.
OREGON 285
Miller Creek near Lorella. Qreg. (11-4840) Lat 42°07', long 121°13'j drainage,
Wateryear
19101911191219131914191519161917191819191920
Data relative to annual peak discharges
Date
Mar. 1Mar. 29Feb. 17Apr. 11Mar. 6Mar. 24Mar. 17Apr. 26Mar. 26Apr. 3Apr. 18
Peakdischarge
(cfs)
5.0002,6202,8402,9602,0001.2501,4902,9701,4904,0601,410
Antecedentbase
discharge(cfs)
126109290210
1552
604561360
66
Directrunoff(in)
_2.94
.771.19
.611.29
.472.77
.95
.58
.25
Associatedprecipitation
(in)
_(a)
0.77.09
0fa).03(a)(a).26.75
Stormduration(days)
_al8
2I
0a26
Ia!3
a9I1
Antecedentprecipitation
(in)
5-day
__
0.29.12-
0- -.85
30 -day
__
0.22.53.92-.61- -
2.27
Annualrunoff(in)
5.0?5.07-
b3.61b5.61bl.88D2.69b6.11b2.44b4.05bl.70
a Seasonal snowmelt rise.b Annual runoff estimated.Note. Slight diversion above station for irrigation.
Nestucca River near McMlnnville, Oreg. (14-3030) Lat 45°19'30", long 123 C 27'00"; drainage area, 12 sq mij mean annual precipitation, 66.03 in.
Wateryear
1929193019311932193319341935193619371938193919401941194219431944
Data relative to annual peak discharges
Date
Dec. 30, 31Feb. 7Mar. 31Jan. 18Dec. 2Dec. 22Mar. 12Jan. 12Apr. 14Dec. 27Feb. 15Feb. 6Jan. 18Dec. 19Nov. 23Dec. 3
Peakdischarge
(cfs)
320273
1,33.0732720
1,4801,0501,390
6721,480
655798540730700404
Antecedentbase
discharge(cfs)
20106597825
10238
1887850514540399813
Directrunoff(in)
2.841.758.474.364.54
19.753.937.915.63
12.305.525.083.276.072.763.81
Associatedprecipitation
(in)
6.092.285.093.643.31
13.493.548.217.249.965.958.463.206.284.694,37
Stormduration(days)
5453374757554537
Antecedentprecipitation
(in)
5-day0
.81
.22
.76
.073.331.093.381.17
.862.76
.20
.12
.052.93
.08
so-fey4.153.294.529.448.50
11.627.46
12.634.527.009.954.006.818.5S9.77Ztft
Annualrunoff(in)
35.0628.4039.1862.9775.1463.5169.5849.4942.9168.5337.6447.2730.5829.7262.743*. 49
286 OREGON
North Fork Malheur above Agency Valley Reservoir, near Beulah, Oreg. (13-2165) Lat 43°58', long 118°ll'j drainage area, 355 sq mij mean annual precipitation, 11.99 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 15Apr. 19
_Mar. 26Apr. 4Apr. 13Mar. 28Mar. 17Feb. 8Apr. 19Feb. 12Feb. 22Apr. 20Apr. 22Apr. 14Mar. 25Jan. 18Apr. 19Apr. 25Mar. 26Feb. 24Feb. 25Apr. 6Apr. 6
Peak discharge
(cfs)
382905_975944816933368659868
1,010726623534662
1,3001,130
460346
1,0801,6001,350
4611,000
Antecedent base
discharge (cfs)
110550
_302664532142
5665
3206845
401348504
9995
19782
48280
102182323
Direct runoff (in)
0.101.41
_.21.05
1.03.81
b.06.05.88.08.05.41.51.46.30.16.51.02
b.ll.47
b.23.09.45
Associated precipitation
(in)
0.34(a)
.73
.19
H(a).05.45(a).80.55
K(a)(a).46
1.04(a).42.05.93.36
M(a)
Storm duration (days)
3a!8-
31
a!5a20
11
a!512
a8a!2
a823
a!52131
a8all
Antec precipi
(in
5 -day
0.19_
0.37-
0.07-
0.05---.06.44-.23
0.50.10--
edent tation
30-day
1.96-
1.03.42- .70.85-
1.22.40---.25
1.68-
1.47.30
1.212.34--
Annual runoff (in)
2.836.512.944.226.385.487.272.884.355.413.514.484.704.544.397.416.264.082.855.995.297.623.214.29
Seasonal snowmelt rise, b Runoff increased by snowmelt. Note. Small diversions above station for irrigation.
North Santiam River at Detroit, Oreg. (14-1780) Lat 44°43'30", long 122°08'00" drainage area, 224 sq ml; mean annual precipitation 69.82 in.
Water year
190719081909192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952
Data relative to annual peak discharges
Date
Feb. 5Mar. 15Jan . 20Mar. 21Dec. 18Mar. 31Mar. 19June 9Dec. 22 Dec. 20Jan. 11Apr. 14Jan. 22Dec. 5Feb. 6Nov. 29Dec. 2Nov. 23Nov. 4Feb. 8Dec. 28Dec. 15Jan. 7May 2Feb. 25Nov. 2Oct. 23
Peak discharge
(cfs)
a9,760a5, 9205,8202,5208,550
15,0008,7407,580
10,5006,1206,5007,2907,2903,1704,8202,8507,290
12,2003,8407,850
20,30015,80016 , 9007,5707 ,,0309,3604,280
Antecedent base
discharge (cfs)
___780960
1,1301,0102,2601,0801,0401,5701,3601,420
477825540735869735857
1,0401,1401,2701,5801^2001,400
670
Direct runoff (in)
___
0.691.413.833.371.715.361.962.102.551.452.081.47
.632.672.19
.851.914.896.133.251.871.901.761.15
Associated precipitation
(in)
___
3.535.047.913.513.479.246.537.216.904.107.105.682.916.105.093.246.087.57
10.957.284.924.145.004.62
Storm duration (days)
_-_223426553264442344423325
Antec precipi
(in
5 -day_--
0.236.172.01
.24
.172.73
.513.791.633.280
.011.31
.693.201.291.791.931.255.11
.75
.318.451.82
edent tation
30-day_--
5.2212.078.804.493.49
12.746.86
10.806.28
13.6310.614.399.609.61
16.4011.7610.1013.8914.5812.492.56
10.1918.779.33
Annual runoff (in)
_56.2751.7449.9544.6641.5460.9867.8758.7860.0056.9155.1169.9249.8944.7938.0451.4679.8041.2450.7365.3962.7371.9169.9076.7783.3067.97
a Maximum observed.
OREGON 287
North Umpqua River above Clearwater River near Toketee Falls. Oreg t (14-5140) Lat 45°17', long 122°24'j drainage area, 258 sq mi; mean annual precipitation, 26.52 in.
Water year
1949 1950 1951 1952 1953 1954
Data relative to annual peak discharges
Date
May 2 June 2 Dec. 7 May 29 Nov. 23 Jan. 18
Peak discharge
(cfs)
2,580 1,610 2,590 1,690 5,520 5,680
Antecedent base
discharge (cfs)
664 850 820 888 650 804
Direct runoff
(in)
17.48 15.24
.58 18.48
.79 1.07
Associated precipitation
(in)
(a) fa)
0.72 (a)
6.57 5.26
Storm duration (days)
a!07 a96
1 99
2 4
Antecedent precipitation
(in)
5 -day
4.89
1.54 .92
30-day
8.79
2.556.61
Annual runoff
(in)
59.9941.53 48.87 46.34 45.80 43. 3ft
a Seasonal snowmelt rise.Note. Flow slightly regulated by Diamond Lake.
North Umpqua River at Toketee Falls, Oreg. (14-5155) Lat 45°16', long 122°25' drainage area, 559 sq mi; mean annual precipitation, 39.72 in.
Water year
192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Feb. 4Feb. 6Feb. 20Nov. 28Mar. 21Dec. 18Apr. 1Mar. 19June 9Jan. 25Dec. 20Apr. 24Apr. 14Jan. 22Mar. 24Mar. 50Nov. 29Dec. 18Dec. 31Nov. 4Feb. 13Dec. 28Dec. 14Jan. 7
Peak discharge
(cfs)
3,5301,6203,6005,4801,9703,4802,8103,7405,5502,2502,4501,9902,5202,5601,6801,5801,0601,7105,0802,2802,9004,8002,6603,650
Antecedent base
discharge (cfs)
_822-880676620760850-900912-854
1,080-
1,030648799980829820_848
1,200
Direct runoff
(in)
_0.45
_1.07
.55
.47
.591.14
11.96.67.59
12.80.57.40
15.75.77.14.45
1.17.27.55_.70.76
Associated precipitation
(in)
_2.46
_5.022.644.852.866.25
(a)4.597.64
(a)5.151.17
(a)2.57
.475.945.77
.821.14
_1.511.78
Storm duration (days)
_4
_51256
a6465
a9132
a!28525312
_42
Antecedent precipitation
(in)
5 -day_
1.82_
1.4403.511.55
.52-
1.69.71-
1.101.29--
0.51.28
2.75.05
1.13_.47
2.17
30-day
_4.40
_8.641.159.375.452.89-
7.899.22-
6.994.74-
5.772.666.499.215.504.21
_6.013.34
Annual runoff
(in)
_30.0659.5640.8550.8050.5225.5756.4540,0551,0056.2855.2632.2142.3254.2151.6526.9052.8250.1755.4834.94
_38.4842.63
a Seasonal snowmelt rise.
288 OREGON
North Umpqua River below Lake Creek, near Toketee Falls. Oreg. (14-3135) Lat'43"19', long 122°11'; drainage area, 165 sq mij mean annual precipitation 26.52 in.
Water year
19281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
May 12May 23Dec. 19May 14May 20June 9Jan. 23May 24May 14May 23May 27Nov. 4Apr. 9May 11May 25June 1Nov. 4May 16May 21May 4June 9May 14June 2May 24May 28June 7
Peak discharge
(cfs)
662580710431724
1,190497661697563815579490372501988629653864653
1,110949922758
1,0801,050
Antecedent base
discharge (cfs)
459383
_382359382386329354304380358432285337653423345383396402343402632466488
Direct runoff (in)
7.425.78
_.43
10.2013.23
.1113.9312.0511.5715.54
.101.026.506.076.08
.1211.0016.259.61
12.9316.4718.184.06
19.0916.50
Associated precipitation
(in)
f'l(a)
_[ aa
(a2.91
fa)3a
(a2.85
(a)aaa
2.02(a)aaaaaaaa
Storm duration (days)
a60a57
_a5
a88al03
4al44al!6a!35a!28
2alOa88a68a36
2al06a!34
a86a 105a!34a!49
a26a!25alll
Antecedent precipitation
(in)
5-day_-_---
1.40-_--
1.11---_.31---_-----
30 -day_-_T-_
6.89-_--
1.63---_
4.52---_-----
Annual runoff (in)
34.1028.3327.7824.2828.1733.4428.6530.3030.4027.7135.4130.6028.1124.6726.3539.8131.4630. ?.B
-33.9235.1036.3237.6243.4842.7742.98
a Seasonal snowmelt rise.Note. Flow slightly regulated by Diamond Lake.
Row River above Pitcher Creek, near Dorena, Oreg. (14-1545) Lat 43°44'10", .long 122°52'20"j drainage area, 211 sq mij mean annual precipitation, 47.54 in.
Wateryear
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 13Apr. 13Mar. 18Mar. 12Feb. 28Dec. 27Nov. 15Dec. 30Nov. 4Feb. 13Dec. 28Dec. 14Jan. 6Dec. 12Jan. 22Oct. 28Mar. 24Jan. 18Nov. 23Dec. 30Dec. 22Dec. 11Feb. 16Jan. 27Feb. 8
Peak discharge
(cfs)
13,00015,00011,6007,9004,9804,150
16,60018,5007,1605,400
19,60010,20012,70014,3007,330
16,70012,00016,20018,1007,100
19,20015,30011,4007,7006,220
Antecedent base
discharge (cfs)
1,100630890610479275104
1,500185
1,390320325890710326159442720180216
2,850130575565
1,090
Direct runoff
(in)
5.114.791.741.552.051.443.685.821.201.234.683.763.363.965.524.982.794.484.982.243.504.253.761.911.47
Associated precipitation
(in)
5.794.403.222.693.193.047.417.053.332.015.335.044.574.835.218.983.105.746.563.435.224.536.123.513.15
Storm duration (days)
532447433244248'
5245324752
Antecedent precipitation
(in)
5 -day2.51
.943.36
.78
.052.64
.433.86
.652.041.07
.162.832.052.35
.611.292.501.65
.805.201.033.441.081.56
30-day8.395.146.445.749.615.713.15
12.145.828.137.659.616.739.31
10.197.325.708.004.744.86
15.363.84
10.946.606.55
Annual runoff (in)
35.1535.4748.7728.0523.0422.0135.6354.3521.0932.2243.3836.1648.1336.5741.1949.2647.0742.7145.1132.5262.1337.7438.9830.7535.80
OREGON 289
Sandy River near Marmot. Oreg. (14-1570) Lat 45°23'10", long 122°08'00" drainage area, 262 sq ml; mean annual precipitation, 62.15 in.
Water year
191219131914191519161917191819191920192119221923192419251926192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959I960'
Data relative to annual peak discharges
Date
Jan. 13Mar. 29Oct. 7Nov. 13Dec. 21Nov. 27Dec. 18Jan. 22Nov. 4Jan. 2Nov. 20Jan. 6Dec. 6Nov. 21Feb. 6Nov. 29Nov. 25Mar. 21Feb. 1Mar. 31Mar. 18June 9Dec. 22Dec. 20Jan. 4Apr. 14Dec. 30Feb. 15Feb. 6Nov. 29Dec. 2Nov. 23Nov. 4Feb. 13Dec. 28Dec. 15Jan. 7May 1Feb. 24Jan. 14Oct. 23Jan. 18Nov. 22Dec . 30Nov. 26Dec. 11Apr. 20Dec. 11Oct. 22
Peak discharge
(cfs)
14,80015,2007,3804,000
20,1007,790
22,80010,00012,50015,80025,60029,20012,40011,6009,3009,960
15,6007,700
a? , 50026,60012,9009,870
19,30013,40012,4008,860
15,5008,8607,5809,1006,240
19,4006,830
10,20022,40021,20019,30011,80014,0007,6009,120
19,60013,30012,60023,70020,20019,90015,1008,800
Antecedent base
discharge (cfs)
1,0001,040
3621,040
880205
4,600-470
2,200606
1,9001,1601,120
9501,6301,8601,280
3251,4901,5202,6901,9601,2201,0001,1701,180
820692670694
1,220111
1,0001,5501,2201,1001,5401,6701,250
9262,100
480878
2,240600
2,9402,230
990
Direct runoff (in)
4.083.43
.861.042.771.755.30-
6.042.577.186.912.003.082.641.853.561.732.672.824.282.437.653.704.433.014.901.681.881.861.593.371.341.854.83
11.483.642.273.731.662.557.142.813.353.574.833.062.131.33
Associated precipitation
(in)
6.617.734.763.24
----
11.174.83
14.246.965.277.346.094.826.873.713.267.604.882.77
11.535.747.525.219.163.524.482.754.995.872.684.066.50
15.196.404.184.223.845.746.464.462.843.207.647.534.291.04
Storm duration (days)
2423----53434334237342545442332433253233456535422
Antecedent precipitation
(in)
5-day5.88
.18
.20
.07----
1.404.661.984.641.08
.741.431.471.75
.25
.062.10
.18
.072.91
.932.681.36
.981.94
.091.29
.142.33
.844.381.43
.293.35
.39
.38
.872.523.432.032.321.902.532.272.73
.64
30-day15.595.652.224.40
----
6.4616.256.38
15.406.57
13.206.508.079.094.613.337.306.783.53
12.599.716.685.948.248.773.138.328.18
16.328.68
11.2112.1810.6210.051.949.23
10.5010.4210.775.636.20
17.545.877.55
14.6211.63
Annual runoff (in)
81.6378.9659.1249.2393.6879.9483.1664.4467.9787.5870.3371.8854.2576.1745.6373.2677.2656.5850.5450.4273.0785.2472.8468.8363.6459.3077.6257.9650.0039.8356.0192.0348.8761.0273.7672.8984.4078.6284.6184.5766.7572.7681.1672.4798.4867.7469.2782.5678.49
a Maximum daily discharge.
290 OREGON
Slletz River at Slletz, Oreg. (14-3055) Lat 44°42'55", long 123°53'10"; drainage area, 202 sq ml; mean annual precipitation, 61.94 In.
Water year
1906190719081909191019111912192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Feb. 5Mar. 15Jan. 19Nov. 22Nov. 21Jan. 12Jan. 28Feb. 6Jan. 31Nov. 25Nov. 9Feb. 7Mar. 31Jan. 18Jan. 2Dec. 6Nov. 7Jan. 4Apr. 14Dec. 27Feb. 15Feb. 6Jan. 18Dec. 19Nov. 23Oct. 24Feb. 7Dec. 28Dec. 15Feb. 22Feb. 17Nov. 27Jan. 17Feb. 3Jan. 18Nov. 22Dec. 30Jan. 4Dec. 11Dec. 19Nov. 18Feb. 9
Peak discharge
(cfs)
39,980b22,200a30,600a!8,20034,600
b21,600a21,600a!8,800a!6,800a!9,500a30,700all,20Call, 500a34,100a21,800
19 , 800a28,700a!5,000a!9,600a!6,100a30,10017,80021,40013,20025,40026,50012,80022,40021,60031,20024,40037 , 00016,40016,60019,40029,50025,10024,00026,40023,50025,70014,20014,200
Antecedent base
discharge (cfs)
4981,300
9921,2601,6201,380
-3,4502,2403,7803,120
595950950
1,9604,050
4801,3303,3002,0701,4702,170
9501,0401,2602,300
700855900
4,2902,9002,250
6651,8302,7205,420
6001,2701,980
5491,0902,0104,940
Direct runoff (in)
8.669.14
12.2014.0921.4010.98
-7.37
10.6712.2910.445.085.24
10.718.085.145.99
12.034.62
10.4613.0110.0711.195.89
12.436.122.228.477.85
18.325.76
18.027.569.96
12.5316.789.408.736.076.547.104.303.43
Associated precipitation
(in)
7.675.875.568.539.904.43
-3.647.238.604.76
10.035.638.826.254.524.378.192.98
10.9011.224.76
11.994.629.014.393.237.105.548.353.53
12.4910.2612.729.97
14.6810.615.089.024.509.514.615.28
Storm duration (days)
735
1076-379241432273624676217572567556653533
Antec precipi
(in
5 -day
0.204.200
.24
.36
.04-
1.892.15
.561.89
.732.28
.411.671.35
.64
.804.662.02
.362.50
.39
.26
.072.293.42
.542.901.953.096.090
.41
.895.333.642.323.242.283.072.164.29
sdent tation
30-day
4.6311.794.00
11.8212.267.04
-10.797.07
13.148.212.80
10.668.24
14.9312.712.168.07
11.238.42
13.528.429.149.17
11.8511.855.77
10.9416.1613.726.10
11.157.70
17.5511.2218.87
6.677.75
21.405.207.77
12.3812.15
Annual runoff (in)
_123.87121.99108.17146.88107.76
--
81.85148.10140.3683.0379.7865.69
117.26143.88110.81106.05
81.9287.84
128.2174.9892.3459.1681.86
120.1667.9990.38
112.13109.91113.32105.58123.18126.46106.31110.27124.9291.89
145.0182.90
102.38113.2699.46
a Maximum b Maximum
observeddaily discharge.
OREGON 291
South Santlam River below Cascadla. dreg. (14-1850)Lat 44023'30",long 122°30'55"; drainage area, 174 sq mlj mean annual precipitation 62.82 in.
Water year
1936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 4Apr. 14Jan. 22Feb. 15Feb. 28Nov. 29Nov. 15Dec. 31Nov. 4Feb. 13Dec. 28Dec. 14Jan. 7Dec. 12Jan. 22Nov. 2Oct. 23Jan. 18Nov. 22Dec. 30Dec. 21Dec. 11Dec. 20Nov. 19Nov. 23
Peak discharge
(cfs)
9,2009,200
10,7005,7204,5504,8009,220
17,0005,8508,570
23,40013,90017,60012,90010,00015,0007,750
17,50018,90011,40020,90026,80017,8009,0706,880
Antecedent base
discharge (cfs)
390940
1,210522772410361
1,520401
2,240500652
2,1601,280
420990512
1,880320470
1,490268530932258
Direct runoff (in)
4.084.553.002.813.011.683.295.321.742.757.119.555.256.835.043.223.099.226.464.407.965.886.382.932.18
Associated precipitation
(in)
4.715.383.514.454.222.326.506.783.123.015.627.196.378.695.833.345.628.147.715.869.925.379.353.313.61
Storm duration (days)
5325443423553662665443423
Antecedent precipitation
(in)
5-day
2.001.242.062.77
.171.26
.023.58
.603.541.19
.302.213.002.417.361.532.302.671.383.063.143.241.601.71
30-day
5.626.218.717.55
10.068.844.53
12.357.659.248.619.458.21
11.0010.4016.207.829.346.403.72
16.418.156.68
11.443.66
Annual runoff (in)
51.6152.7472.6649.6640.8935.7352.9781.8735.0252.4865.5363.6377.8167.5975.1081.1268.8571.4675.4361.5998.3062.6768.1567.2463.95
South Yamhlll River near Wlllamina, Oreg. (14-1925) Lat 45°02'50j'long 123°30'10'! drainage area, 155 sq mlj mean annual precipitation 79.79 in.
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 6Jan. 12Apr. 14Dec. 27Feb. 15Feb. 6Jan. 18Dec. 19Nov. 23Oct. 24Feb. 7Feb. 6Dec. 15Jan. 7Feb. 10Jan. 22Jan. 17Dec . 5Jan. 19Jan. 22Dec. 31Dec. 21Feb. 26Dec. 19Jan. 9Jan. 28
Peak discharge
(cfs)
5,83012,9008,310
14,0002,4909,6805,7209,3409,3804,930
10,90010,70010,20010,00015,2006.2109,3707,5609,7609,8607^120
15,0008,390
10,3008,3007,050
Antecedent base
discharge (cfs)
4222,420
680600994550550840
1,190140
1,080950
1,7601,970
280705660
1,0502,100
912665980391407655
1,120
Direct runoff (in)
7.006.495.696.855.455.443.134.193.551.183.043.737.523.564.845.536.833.688.884.324.515.384.065.084.021.85
Associated precipitation
(in)
10.6211.726.976.134.156.844.044.883.802.923.384.674.844.955.674.657.694.1T7.553.793.737.435.686.755.972.87
Storm duration (days)
76634443222342256374444523
Antecedent precipitation
(in)
5-day
1.444.781.12
.931.97
.21
.173.593.033.323.271.951.953.772.322.801.083.433.472.881.773.824.032.423.64
.90
30-day
9.7414.904.798.946.976.259.008.70
12.284.828.61
13.3113.479.393.42
12.2610.4510.2712.9010.726.82
15.387.595.90
10.765.38
Annual runoff (in)
67.6051.5148.3877.3243.0857.9036.5047.8377.5340.1355.1774.3061.6572.6568.2573.1779.8268.0462.8780.2958.1394.0949.0968.1566.3859.58
770-960 O-65-20
292 OREGON
Trask River near Tlllamook. Oreg. (14-3025) Lat 45°26'30", long 123°43'00"; drainage area, 143 sq raij mean annual precipitation,69.67 in.
Water year
193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Jan. 18Dec. 2Dec. 22Dec. 20Jan. 4Dec. 22Dec. 27Feb. 15Dec. 15Jan. 18Dec. 19Nov. 23Dec. 2Feb. 7Deo. 29Dec. 13Feb. 22Feb. 17Nov. 27Jan. 17Dec. 4Jan. 19Dec. 9Dec. 30
Peak discharge
(cfs)
12,50010,20022,00011,70013,50010,50017,40012,30010,6007,520
13,90012,2008,690
11,90011,80016,40011,70019,20012^30010,4008,830
11,40013,20012,100
Antecedent base
discharge (cfs)
1,300740
2,250644980790
1,0401,0801,320
710834
1,960282592720
1,2301,4001,350
4301,130
6142,890
900818
Direct runoff
(in)
5.886.28
21.227.837.274.509.689.256.374.249.514.885.46fi.897.67
14.514.648.177.397.348.91
10.224.176.77
Associated precipitation
(in)
4.293.42
15.196.274.766.386.757.127.335.629.504.744.438.134.817.273.697.687.468.41
12.317.214.385.03
Storm duration (days)
33754634335348653576
10534
Antecedent precipitation
(in)
5 -day
2.12.07
2.001.403.662.111.313.074.22
.17
.232.01
.2003.054.121.774.57
.011.19
.292.784.542.31
30-day11.378.50
13.149.408.697.48
11.329.438.58
12.2211.6413.652.739.22
13.2315.935.748.655.00
13.577.03
12.5316.068.41
Annual runoff (in)
104.62120.87110.54114.9783.4678.27
105.9771.2181.2153.4273.08
105.4962.4880.74
104.5295.86
106.7697.68
110.56102.9290.2989.62
106.6086.85
Wiley Creek near Foster, Oreg. (14-1870) Lat 40°22'20", long 122°37'20";f
Wateryear
1948194919501951195219531954195519561957195819591960
TV9lnȣp sypa,. B2 aq ml f mpan annual precipitation,. {52.21 in.Data relative to annual peak discharges
Date
Jan. 7Dec. 12Jan. 21Oct. 29Dec. 4Jan. 18Nov. 22Dec. 30Dec. 21Feb. 26Dec. 20Nov. 19Feb. 8
Peakdischarge
(cfs)
5,4104,3004,0003,6302,0604,3205,2002,3106,2903,1904,8202,7701,650
Antecedentbase
discharge(cfs)
682430138138230560150140445205127242351
Directrunoff
(in)
4.944.786.045.171.846.415.003.156.484.115.762.381.16
Associatedprecipitation
(in)
6.416.445.698.134.477.227.335.118.955.388.873.363.06
Stormduration(days)
3464355445423
Antecedentprecipitation
(in)
5 -day
1.853.222.411.713.812.232.581.373.144.053.051.431.57
30-day
5.5312.4110.569.239.989.055.074.67
14.237.176.04
10.726.34
Annualrunoff(in)
66.0756.5160,5969.6860.7859.5166.0651.8683.3148.9955.7656.2549.66
OREGON 293
Wllaon River near Tlllamook, Oreg. (14-3015) Lat 45°09'10", long 123°43'30"j drainage area, 159 aq ml; mean annual precipitation, 48.52 in.
Water year
191519321933193419351936193719331939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 14Jan. 18Dec. 19Dee. 21Jan. 22Jan. 12Dec. 22Dec. 27Feb. 14Dec. 15Jan. 18Dec. 19Nov. 23Dec. 2Feb. 7Dec. 28Dec. 13Feb. 22Feb. 17Nov. 27Dec. 23Feb. 4Jan. 19Dec. 9Nov. 18Dec. 21Dec. 9Dec. 19Nov. 18Nov. 22
Peak discharge
(cfs)
a7,500a!6,700a!2,90030,00014,300-19,50016,60021,20015,80017,00011,90018,70017,80011,90022,80017,10018,10013,50024,50020,20010,90013,30013,90020,30014,80021,10017,50016,40015,00011,500
Antecedent base
discharge (cfs)
2,3601,470
5152,440
6984,2701,4001,1201,180
174815914
2,130286572860
3,4002,5001,930
5701,6802,3604,1402,030
3201,600
464872
1,350375
Direct runoff (in)
7.106.305.53
28.0210.5710.664.21
16.649.508.195.32
10.926.457.279.117.73
14.464.488.40
10.084.34
12.6610.0313.329.437.144.444.523.375.71
Associated precipitation
(in)
6.514.294.90
12.943.528.294.42
11.135.767.745.669.784.794.238.664.737.463.628.98
12.195.855.415.847.527.808.783.195.433.675.24
Storm duration (days)
533536265278458562576558
1043426
Antecedent precipitation
(in)
5 -day2.601.31
.133.331.684.342.42
.293.363.68
.13
.252.39
.0802.663.932.197.0901.64
.712.911.26
.623.951.202.352.333.14
30 -day_
11.064.03
11.627.76
11.917.279.88
11.127.649.638.59
11.573.147.29
12.5014.885.89
10.328.24
14.966.70
12.279.364.70
19.593.246.28
11.474.83
Annual runoff (in)
_113.96129.99132.30125.6392.8987.55
114.2874.9888.3661.4980.43
110.2365.3389.26
115.74103.96117.14105.69128.13119.4399.71
100.53121.2496.32
145.1882.68
102.24112.86100.94
a Maximum observed.
Zigzag River at Twin Bridges, near Rhododendron. Oreg. (14-1305) Lat 45°19', long 121°48'; drainage area, 5.2 sq ml; mean annual precipitation, 59.05 in.
Water year
1926 1927 1928 1929 1930
Data relative to annual peak discharges
Date
Aug. 18 Nov. 29 Nov. 25 May 24 Feb. 1
Peak discharge
(cfs)
a54 144 217
89 122
Antecedent base
discharge (cfs)
20 33 40 61 22
Direct runoff
(in)
0.26 .86
1.93 7.16
Associated precipitation
(in)
2.79 3.71 6.60
(b)
Storm duration (days)
2 2 2
b!4
Antec precipi
(in
5 -day0 1.40 1.74
sdent tation
30 -day0 8.14 9.33
Annual runoff
(in)
94.34 97.42 87.76 70.78
a Maximum during period March to September, b Seasonal snowmelt rise.
294 PENNSYLVANIA
Casselman River at Markleton, Pa. (3A-0790) Lat 39°51'35", long 79°13'40" drainage area, 382 sq mi; mean annual precipitation, 46.36 in.
Water year
1921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 3Nov. 28Feb. 2Mar. 29May 11Jan. 19June 5Apr. 30May 29Oct. 3Apr. 4Apr. 1Mar. 14Aug. 16Jan. 22Mar. 17Apr. 26Oct. 28Feb. 3Mar. 31June 5Mar. 9Dec. 30May 7Feb. 27June 2July 31Apr. 13Dec. 16Mar. 28June 13Mar. 11May 31Mar. 1Oct. 15Feb. 2Dec. 14May 5Feb. 10Mar. 30
Peak discharge
(cfs)
8,7609,1106,620
21,4006,3209,4609,140
19,0007,8609,8009,1406,330
12,6009,9008,220
35,80018,00016,20012,5009,950
18,7009,520
12,6007,830
13,3008,9408,380
11,8008,7409,570
10,20012,8009,940
12,500b50,000
8,74010,6009,630
11,80015,500
Antecedent base
discharge (cfs)
336410932731421200481
1,460442
321,2501,560
540247905
2,540840388550695261210
1,190734
2,300747104585430
2,030405310315448188260939
1,080234250
Direct runoff (in)
al.491.57a. 95
a5.60.57
al.Ol1.46
a2.5260
1.18al.26al.27al.94
.70al.16a4.042.432.02
al.22a2.132.56
al.34a2.201.22
al.71.90.58
2.641.53
al.191.04
al.52.86
1.153.49
.891.062.191.02
a3.84
Associated precipitation
(in)
0.862.461.102.792.221.072.123.761.315.601.69
.593.411.281.585.053.423.081.661.875.031.722.562.811.692.202.294.102.44
.222.111.632.322.515.581.272.253.991.30
.72
Storm duration (days)
2224312222312132221242322223232121222616
Antec precipi
(in
5-day
0.031.351.11
.74
.26
.16
.401.91..03
0.91
1.82.51
1.131.56
.721.16
.621.57
.08
.91
.21
.500
.451.26
.39
.40
.511.932.14
.25
.66
.25
.031.171.02
.94
.16
.38
sdent tat ion
30 -day
3.363.996. '564.783.442.365.545.674.032.183 645.772.694.334.481.462.973.784.522.803.502.773.114.532.565.555.153.713.344.574.381.874.931.364.592.461.873.712.832.82
Annual runoff (in)
23.1723.5217.3536.8312.2525.9428.4629.0620.6117.9516.7318.1423.8216.0123.8325.4527.4620.4619.7423.9520.6920.1128.3519.5127.4123.1120.4323.6723.0124'. 5928.9426.3522.0811.9630.8127.8320.4024.6816.9526.12
a Runoff probably increased by snowmelt. b Estimated.
PENNSYLVANIA 295
Clearfield Creek at Dimeling, Pa. (IB-5415) Lat 40°58'15", long 78°24'25"j drainage area, 571 sq mi; mean annual precipitation, 41.58 in.
Water year
19141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 31Jan. 7Mar. 24Mar. 12Feb. 20May 22Mar. 13Aug. 8Nov. 29May 13Aug. 25Feb. 9Sept . 6Mar. 8Mar. 31Apr. 5Oct. 23Apr. 4Apr. 1Mar. 15Dec. 18May 7Mar. 18Apr. 27Dec. 18Feb. 15Mar. 31Apr. 5Mar. 9Dec. 30Mar. 17Mar. 7May 28Apr. 26Apr . 14Jan. 6Mar. 28Dec. 4Mar. 11May 26Mar. 2Oct. .17May 13Apr. 6July 23Jan. 22Mar. 31
Peak discharge
(cfs)
7,2009,470
_6,7509,2207,750
11,7006,9409,8807,140
11,20011,2008,3709,4407,960
10,5007,6305,6505,1306,9502,9604,290
30,60010,9009,1604,320
15,4005,4807,610
12,9006,040
10,2008,2503,370
11,2004,3907,6106,2208,2506,410
12,2008,9309,6506,0404,8507,4008,470
Antecedent base
discharge (cfs)
2,520155800
1,1801,040
7301,400
375620250302180495565
1,520430
731,1401,640
34370
9902,6301,490
1501,140
6021,380
220620
3,1303,960
548318500800
1,340828277
1,690542138
1,190550259500160
Direct runoff
(in)
al.89al.2732.15a. 71
al.151.63
a2.23.80
a2.571.13
.79al.751.20
al.41al.24
.921.07
al.25a. 99
al.55a. 70
.63a6.062.81
al.71a. 51
a4.07.74
al.14a2.46al.23al.591.54
.53a3.62a. 68
al.73al.23al.59
.72al.931.351.202.10
.571.16
a2.58
Associated precipitation
(in)
0.601.82
.63
.101.033.13
.411.714.411.63
.9302.50
.831.752.063.821.71
.462.681.311.706.574.282.34
.512.901.49
.453.63
.692.053.221.505.05
.901.061.341.662.083.163.921.953.861.611.65
.82
Storm duration (days)
11212321422-23111312323331311312223242222127232
Antecedent precipitation
(in)
5-day
0.18.04.05.07
1.08.03
1.59.05.89
1.1601.470
.07
.2701.351.91
.42
.231.621.261.180
.73
.27
.01
.10
.49
.93
.85
.43
.29
.44
.541.76
.2901.15
.29
.061.51
.29
.08
.82
.07
30 -day
2.673.692.501.443.655.341.738.933.643.793.832.417.223.571.851.974.954.384.491.921.193.542.103.661.294.893.132.243.282.544.164.063.821.894.055.253.978.141.825.631.744.444.341.894.441.781.37
Annual runoff
(in)
24.1316.1232.3721.7521.0018.5725.3220.1821.9016.0530.2013.5320.4029.9833.8518.0718.5811.3615.7720.0712.6119.2823.5327.7619.9414.8018.2215.4516.8524.2317.9225.4226.1617.7021.8418.0620.2132.7124.3022.1514.5021.4730.7919.3719.0818.21
-
a Runoff probably increased by snowmelt.
296 PENNSYLVANIA
Codorus Creek near York, Pa. (IB-5755) Lat 39"56'45", long 76°45'20"j drainage area, 222 sq mi; mean annual precipitation, 41.62 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 16June 5July 13Nov. 9July 15June 3May 22Jan. 2Jan. 6Mar. 23Dec. 4Apr. 28Nov. 22Dec. 7Aug. 13Feb. 7Apr. 6Feb. 28Jan. 2Sept. 12
Peak discharge
(cfs)
1,9503,5505,2807,3403,1203,3002,3703,2103,3002,9407, 7704,7204,5003,8806,5203,3002,7905,2802,1805,050
Antecedent base
discharge (cfs)
592232
88159
38210245
48423312198435
474817
3301-96114
4257 j
Direct runoff
(in)
aO.35.40.29.76.40.87.33.53.61
a. 51.83
2.201.05
.46
.99
.51
.59
.98
.23
.60
Associated precipitation
(in)
0.011.113.043.312.923.561.692.321.882.152.715.395.442.506.451.232.181.78
1 1.473.31
Storm duration (days)
11122212221432132223
Antecedent precipitation
(in)
5-day
0.851.33
.10
.77
.181.362.040
.08
.1400
.3401.421.69
.7000
.17
30-day
3.338.561.317.123.825.584.991.254.152.124.214.25
.761.931.862.972.122.36
.462.40
Annual runoff (in)
13.2812.1717.6015.6816.6515.5510.1215.2316.3012.2217.6323.3019.208.85
11.9214.2212.0119.57
7.1414.99
a Runoff probably increased by snowmelt.Note. Annual runoff only adjusted for diversion above station for municipal
supply of York and since October 1951 for change in contents in Indian Rock Reservoir (capacity, 28,000 acre-ft).
Conestoga Creek at Lancaster, Pa. (IB-5765) Lat 40°03'00", long 76°16'40"; drainage area, 324 sq mi; mean annual precipitation, 41.89 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 28Oct. 2July 11Mar. 28Aug . 24Sept . 30Dec. 1Mar. 12June 18Oct. 23Feb. 4Apr. 9Dec. 17May 23Dec. 30Nov. 9Sept. 11June 2July 18Nov. 4Jan. 6Mar. 23Nov. 26Apr. 29Nov. 22Dec. 7Aug. 19July 3Apr. 5Feb. 28Sept. 3Sept. 13
Peak discharge
(cfs)
9,4002,6804,2205,480
22,80015,0002,9006,8903,2406,2806,4506,9603,200
17,3005,7006,9007,370
12,4002,1303,2609,2006,0008,1806,0007,5306,600
11,2004,5804,0406,6006,000
10,600
Antecedent base
discharge (cfs)
13976
167375371365267880157212657436248235473159240467257102699316141625135111324162328190
82120
Direct runoff
(in)
al.04.32.44.41
2.951.17
.49al.15
.23
.54a. 65
.68
.28 1.56al.15
.58
.521.18
.19
.28
.76
.85
.881.39
.96
.541.02
.24
.77
.97
.451.24
a Runoff probably increased by snowmel
Associated precipitation
(in)
1.534.312.022.425.933.501.891.902.462.551.482.001.514.293.512.752.973.531.982.262.263.264.004.574.482.683.901.393.271.873.906.01
Storm duration (days)
33122222211112333121231432215243
Antecedent precipitation
(in)
5-day
0.9501.90
.62
.471.71
.41
.03
.102.561.75
.63
.111.86
.40
.4102.26
.951.15
.39
.06
.57
.01
.37
.016.69
.18
.350
.91
.06
30 -day
1.663.674.993.086.917.042.391.932.653.033.253.511.643.132.256.443.736.843.761.574.691.841.903.80
.802.798.064.542.42(b)6.362.68
Annual runoff
, (in)l Adlustei
13.6811.807.00
_
17.1116.8620.0615.6616.8816.5415.2712.8415.4918.8515.3920.4819.8511.8419.1916.7614.2418.7526.0825.1211.1813.6317.0013.9818.5710.4018.03
b Record incomplete; not computed.Note. Annual runoff only, adjusted for 10 to 20 cfs diversion above station
for municipal supply of Lancaster. Annual runoff computed on basis of 322 sq mi drainage area prior to 1951.
TEWSYLVANIA 297
Cowanesque River near Lawrenceville, Pa. (IB-5200) Lat 41°59'10", long 77°09'00"; drainage area, 295 sq ml; mean annual precipitation, 52.78 In.
Wateryear
1951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 4Mar. 11Mar. 24Mar. 1Mar. 4Oct. 14Apr. 25Apr. 7Jan. 22Mar. 31
Peakdischarge
(cfs)
4,67012,50013,40010,9006,410
18,2008,9408,940
18,10012,300
Antecedentbase
discharge(cfs)
335102235280330
45595274
5086
Directrunoff
(in)
0.20al.36
.94
.80
.691.97
.59a3.75al.64a3.83
Associatedprecipitation
(in)
0.88.75
1.801.431.133.851.482.381.831.13
Stormduration(days)
2112224
1322
Antecedentprecipitation
(in)
5 -day2.250
.20
.26
.910
.86
.60
.78
.01
30 -day6.552.111.322.252.223.254.692.271.11(b)
Annualrunoff
(in)
-16.8612.238.937.26
20.8815.0514.7910.8519.58
a Runoff probably increased by snowmelt. b Record missing; not computed.
Crooked Creek at Idaho, Pa. (3A-0380) Lat 40°39'15", long 79°21'00"; drain age area, 191 sq mij mean annual precipitation, 42.81 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 22Apr. 20Mar. 4Apr. 9Dec . 30Mar. 13Mar. 7June 13May 18Feb. '14Jan. 5July 5Dec. 4Jan. 27May 31Mar. 1Oct. 16July 16Apr. 5July 23Jan. 22Mar. 30
Peak discharge
(cfs)
7,1705,2402,3204,1007,7603,2305,5105,6002,6706,2302,7404,0206,1408,0304,6104,610
12,4006,2006,3003,5405,2404,610
Antecedent base
discharge (cfs)
41368110264
76395990148310
35302
28340440228360192262460
48240140
Direct runoff
(in)
1.17.b2.35
b.541.25
b3.81b.791.531.70
.69bl.58b.65
.73b2.08b2.17
1.081.032.611.422.27
.70cl.38b2.32
Associated precipitation
(in)
al.282.39
.702.524.01
.772.283.841.021.37
.753.21
.982.752.501.963.192.403.402.681.16
.62
Storm duration (days)
1431321222222112114126
Antecedent precipitation
(in)
5 -day
0.74.51.15.08.57.46.96.27.72.01.32
0.22.68.90.56.48.26.35.02
1.06.27
30-day
3.845.52
.744.192.882.963.985.134.951.354.273.837.554.767.522.486.339.292.843.951.961.52
Annual runoff (in)
17.4317.9312.6315.9825.4316.2627.3622.7217.3620.7616.7720.0031.8722.4517.4314.6822.8436.4317.0718.3317.0422.54
Precipitation probably not representative.Runoff probably increased by snowmelt.Runoff probably increased by unobserved precipitation.
Dllldown Creek near Long Pond, Pa. (IB-4485) Lat 41°02'10", long 75°32'35"; drainage area, 2.39 sq mi; mean annual precipitation, 48.04 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 7Mar. 28Dec. 4July 10Dec. 11Dec. 7Aug. 18Oct. 15Jan. 23Dec. 20Mar. 6Mar. 31
Peakdischarge
(cfs) .
7991
165197244
51342197
53321183199
Antecedentbase
discharge(cfs)
6.77.96.81.51
10.02.385.54.92.23.12.432.55
Directrunoff
(in)
0.68al.741.782.762.64
.573.443.67
.473.19
.96a3.20
Associatedprecipitation
(in)
2.02.82
3.569.674.373.246.476.331.686.942.161.57
Stormduration(days)
1222III212II
Antecedentprecipitation
(in)
5 -day
1.272.41
.38
.031.61
.048.980
.04
.04
.23
.02
30-day
6.475.278.591.77
11.723.73
11.636.192.093.393.311.17
Annualrunoff(in)
25.4126.6635.9446.4236.5020.8126.9633.0521.1234.2521.1539.05
a Runoff probably increased by snowmelt.
298 PENNSYLVANIA
Driftwood Branch Sinnemahoning Creek at Sterling Run, Pa. (IB-5430) Lat 41"24'45", long 78"11"50"; drainage area, 272 sq mi; mean annual pre cipitation, 42.59 in.
Water year
191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 22Mar. 13Mar. 7Nov. 2May 21Apr. 6Feb. 12Mar. 23May 25June 6Mar. 15Jan. 13June 8May 8Mar. 15Apr. 12May 8Mar. 17Jan. 22Dec. 18Feb. 15Apr. 4Apr. 5July 18Dec. 30Mar. 17Mar. 3May 27Apr. 5Apr. 12Jan. 28Mar. 28Nov. 25Jan. 18May 23Mar. 1Mar. 1Mar. 8Jan. 23Apr. 7Jan. 22Mar. 31
Peak discharge
(cfs)
7,8808,1102,4704,880
10,8007,650
12,7005,2408,8209,3007,4205,6604,5009,5505,8303,8605,460
28,40010,1009,4905,7207,3906,130
47,80014,8006,6208,660
21,6007,0809,9003,5607,520
25,8009,500
17,00012,100
6,43017,8006,4304,990
15,4007,540
Antecedent base
discharge (cfs)
34969233512089271080
182980105489
2,060161210444846204
1,5801,940
84394
2,760710
8.3257895
1,430419463654585805995185709629700631110255310115
Direct runoff (in)
2.45al.84a. 771.011.53
al.72a3.72al.802.072.71
a2.99al.481.193.06
al.31a. 851.70
a6.43a2.51a2.18a. 74
b4.05al.924.70
a3.18al.12al.493.88
al.90a2.98al.44a2.393.38
a2.401.85
al.57al.07a4.05al.05a3.19a2.68a3.12
Associated precipitation
(in)
3.241.031.391.851.471.111.24
.753.704.171.001.882.504.751.78
.882.875.042.302.58
.89-
1.147.713.26
.69
.474.471.413.471.611.434.591.742.972.22
.972.72
.962.152.44
.89
Storm duration (days)
323121243232152253231712312323542211241
1343
Antecedent precipitation
(in)
5 -day
0.980
.23
.05
.89
.650
.25
.65
.18
.041.170
.10
.86
.11
.531.30
.810
.41-
00
.33
.36
.65
.26
.20
.59
.561.111.09
.061.21
.37
.57
.68
.02
.45
.85
.04
30-day
5.091.742.551.634.602.753.471.944.631.813.484.966.542.312.772.861.882.574.341.213.24-
1.942.662.263.112.873.251.714.892.574.045.343.953.862.142.045.421.941.561.741.17
Annual runoff (in)
_19.49n.zz25.8919.7226.3216.9621.8731.6831.7727.7320.4215.2322.2219.3911.7820.1225.6528.8723.1915.11
-13.4924.6934.2014.6528.7928.4426.2723.8418.6625.0833.4128.4023.4515.7217.5729.7621.0119.6020.5424.02
a Runoff probably increased by snowtnelt. b Seasonal snowmelt rise.
Ea.st Branch Clarion River at East Branch Clarion River Dam, Pa. (3A-0275) Lat 41"33'10", long 78"35'50"; drainage area, 71.6 sq mi; mean annual precipitation, 44.80 in.
Water year
1949 1950 1951 1952 1953 1954 1955
Data relative to annual peak discharges
Date
May 22 Mar. 28 Nov. 25 Jan. 18 June 3
Apr. 29,30 Mar. 10
Peak discharge
(cfs)
870 2,140 2,350 2,020 1,410
488 960
Antecedent base
discharge (cfs)
83 161 280 103 155 100 16
Direct runoff (in)
0.57 a2.33 2.55
a2 . 60 2.53
.66 1.54
Associated precipitation
(in)
2.00 2.30 5.04 2.52 2.91 1.30 1.65
Storm duration (days)
2 2 3 2 2 1 3
Antecedent precipitation
(in)
5 -day
1.48 .85
1.12 .22
2.44 .72
1.03
30-day
2.93 4.30 5.17 4.49 7.92 4.64 3.21
Annual runoff (in)
19.42 29.08 35.81 30.20 27.15 18.66 20.75
a Runoff probably increased by snowmelt Note.--Flow completely regulated.
PENNSYLVANIA 299
Green Lick Run at Green Lick Reservoir, Fa. (3A-0830) Lat 40°06'20", long 79°30'05"; drainage area, 3.07 sq mi; mean annual precipitation, 44.60 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 9Aug. 13May 24Mar. 6July 1June 7Apr. 12Aug. 18Jan. 6June 13May 25May 6Aug. 16Oct. 15Aug. 5Apr. 18May 3Feb. 10June 22
Peakdischarge
(cfs)
2481,400
590216546270174256183270238153466860324
74103169256
Antecedentbase
discharge(cfs)
2.09.29
7.2151.591.763.32
.767.37.58.72.87
.731.03
.353.626.903.14
.62
Directrunoff
(in)
al.991.911.322.10
.771.312.93
.68al.581.061.211.991.061.431.32
.681.09
.84b.55
Associatedprecipitation
(in)
0.492.652.382.821.173.954.672.161.832.252.212.752.555.344.341.432.421.46
.15
Stormduration(days)
1121123221242122221
Antecedentprecipitation
(in)
5 -day
1.32.17.93
1.241.61
.47
.291.761.301.821.560
.86
.170
.18
.90
.33
.27
30-day
3.745.378.064.688.354.794.086.095.004.536.063.146.665.234.084.613.233.80(c)
Annualrunoff
(in)
20.5330.5420.2134.7027.3321.4724.1824.2026.7230.9727.4921.4614.8326.7534.2919.1721.2421.8421.29
a Runoff probably increased by snowmelt.b Runoff probably increased by unobserved precipitation.c Record incomplete; not computed.
Kettle Creek at Cross Fork, Pa. (IB-5445) Lat 41°28'30'V drainage area, 156 sq ml; mean annual precipitation, 37,
long 77°49'35"; 72 in.
Wateryear
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 6May 22Dec. 30May 8Mar. 18May 28Apr. 6Apr. 15Feb. 16Apr. 5Nov. 25Apr. 6Mar. 24Mar. 2Mar. 5Oct. 14Apr. 6Dec. 21Jan. 22Mar. 31
Peakdischarge
(cfs)
2,3706,1003,6602,5803,520
11,0002,4702,8001,2604,180
12,4002,8504,0503,6702,4605,1401,6202,8503,5503,920
Antecedentbase
discharge(cfs)
3659862
203474361271356105774585430320361340141251
82160
54
Directrunoff(in)
a2.09' 2.47
1.961.78
a3.133.791.552.60a. 98
a2.573.351.191.721.48
al.392.031.831.421.40
a3.46
Associatedprecipitation
(in)
1.153.973.153.51
.764.961.983.52
.77
.855.011.452.302.461.474.024.262.511.821.31
Stormduration(days)
1332422433221232
12224
a Runoff probably increased by snowmelt.
Antecedentprecipitation
(in)
5 -day01.49
.180
.06
.56
.16
.54
.06
.101.20
.36
.23
.38
.760
.45
.13
.720
30-day
2.083.021.563.013.203.542.114.632.573.924.283.011.552.442.33(b)3.082.071.32(b)
Annualrunoff(in)
12.4622.9629.4618.7525.3027.3523.5822.4618.0123.5035.0226.7322.5417.7716.2429.8221.5122.6719.2028.65
b Record incomplete; not computed.
3QO PENNSYLVANIA
Laurel Hill Creek at Urslna, Pa. (3A-0800) Lat 39°49'15", long 79°19'15"; drainage area, 121 sq ml; mean annual precipitation, 45.67 in.
Wateryear
191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 2June 17Jan. 23Dec. 24July 11Mar. 29Feb. 9Oct. 25Jan. 21Oct. 19June 28Oct. 3Apr. 4Mar. 31Mar. 14Aug. 16Aug. 2Mar. 17Apr. 28Oct. 28Feb. 3Mar. 30June 4Apr. 9Dec. 30Apr. 23Mar. 6June 2July 31Apr. 13Aug. 18Apr. 24June 13Jan. 27Mar. 24Sept. 15Oct. 15Aug. 6Dec. 14May 4Feb. 10Mar. 31
Peakdischarge
(cfs)
3,1104,4103,1103,3302,0708,0404,3003,7805,6305,9702,1704,2702,7802,3704,8603,6604,190
10,3005,0705,2304,9106,5109,4003,5805,6603,1006,0004,4705,8305,1504,3602,9004,9004,9002,1801,920
10,9006,2502,7002,9404,3004,170
Antecedentbase
discharge(cfs)
232122168280
70264
60172200
439417
456734239360
69819474186170245
37280476339500227
46180
32139160320320
37102
23434445166
80
Directrunoff
(in)
1.611.95
al.47al.10
.84a4.33a2.461.39
a4.183.43
.601.94
al.37a2.64a2.211.031.73
a4.561.972.13
a3.60a3.143.231.78
a3.12al.29a2.361.26
.89a3.61
.671.011.44
a2.24.93.26
2.901.69
.972.581.11
a4.11
Associatedprecipitation
(in)
2.954.341.041.242.153.02
.821.652.593.541.194.811.882.593.181.974.164.742.872.813.812.534.632.192.841.612.142.612.144.661.891.962.502.582.02
.954.943.701.913.671.69
.38
Stormduration(days)
232214215222362222226222322113131231123522
Antecedentprecipitation
(in
5 -day
0.60.25
0.19
1.68.57
0.52.40.69
1.15.50.74.88.66
1.67.08.71.99.80
1.51.04
1.79.17.41.24
1.08.83.55.40
1.15.25
2.59.79.55.11.10.05
1.431.25
.19
.16
30 -day5.034.573.306.857.873.854.066.592.953.113.965.962.823.892.544.584.952.413.083.283.522.744.743.202.973.204.954.505.553.834.542.075.154.893.534.194.774.772.803.62(b)2.10
Annualrunoff(in)
20.9837.7226.9329.0624.9838.5121.2032.5038.0638.6627.3324.6818.4125.3729.1523.7134.4932.5938.0028.9124.7330.3927.6827.0234.8228.9036.2528.8926.0029.9130.5032.4133.3333.1125.8719.4036.0837.7324.5829.8124.2129.50
a Runoff probably increased by snowmelt .b Record incomplete; not computed.
PENNSYLVANIA 301
Lehigh River at Tannery. Pa. (IB-4480) Lat 41°02'25", long 75°45'50"; drainage area, 322 sq ml; mean annual precipitation, 44.13 in.
Water year
1920192119221923192419251926192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956195719581959
Data relative to annual peak discharges
Date
Mar. 12Mar. 10Mar. 8July 28Sept . 30Feb. 12Nov. 13Nov. 16June 30Mar. 15June 11Mar. 29Apr. 1Aug . 24Apr. 1July 10Mar. 12Apr. 6Oct. 23Dec. 6Mar. 31Apr. 6May 22Dec. 30Nov. 9July 19May 28July 8Mar. 20Dec. 30Mar. 28Dec. 4July 10Dec. 11Dec. 7Aug. 19Oct. 15Apr. 6Dec. 21Jan. 22
Peak discharge
(cfs)
4,4503,9504,7804,250
10,4005,6603,050
12,70010,1004,3403,0906,3005,100-
3,58021,00021,8003,4007,9006,300
12,1003,480
29,6007,0709,9106,7506,140
10,8005,4207,4205,940
15,2008,250
10,8003,750
58,30011,0005,830
13,9005,440
Antecedent base
discharge (cfs)
2,0001,670
715113112200578-810695453400
1,200108836220539854641500655
1,160930486486795
1,100266560310
1,080900162
1,140424
1,220588564440220
Direct runoff
(in)
a4.93a3.43bl.37
.942.43
bl.81b.52
-1.54
bl.40.68
bl.61a2.804.39
.571.99
b4.21.50
1.12bl.65b2.65a2.943.881.541.321.491.691.75
bl.221.53
bl.362.131.581.73
.715.363.251.802.58
.75
Associated precipitation
(in)
f'i(a)1.585.386.01
.661.12-
3.45.51
2.881.39(a)6.541.065.551.231.091.752.164.06(a)6.043.493.932.704.194.62
.883.13
.563.836.833.132.367.815.343.714.111.83
Storm duration (days)
1311
21221-1224941231234
12231232222221212422
Antecedent precipitation
(in)
5 -day
!'!(a)0.60
.0900
.94-
1.42.05.47.26
(a).16
1.29.11.02
01.780
.17(a)1.90
.13
.093.731.15
.95
.78
.022.74
.37
.051.24
.016.60
.01
.29
.01
.61
30 -dayf a !(a)2.071.282.941.973.12
-7.244.463.621.71(a)5.012.353.871.352.944.083.953.99(a)3.122.377.709.654.533.402.322.685.937.191.517.87-2.808.444.431.972.731.65
Annual runoff (in)
34.6431.2132.2822.5631.3224.2527.3733.0044.7521.3623.2415.6416.7633.4921.3729.4529.3625.7729.9526.6525.2322.2327.4729.7221.5630.1330.4834.1329.0226.7227.5834.1041.5531.4822.3028.1633.7222.5135.3121.52
Seasonal snowmelt rise, b Runoff probably increased by snowmelt.
3G2 PENNSYLVANIA
Little Conemaugh River at East Conemaugh, Pa. (3A-0410) Lat 40°20'35", long 78"53"05"; drainage area 183 sq mi; mean annual precipitation, 45.23 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 30June 5Apr. 9Dec. 30Mar. 17Mar. 6June 2June 8Apr . 14July 12Mar. 28Dec. 8Jan. 27May 31Mar. 1Oct. 16Feb. 25Jan. 23Aug. 1Jan. 22May 8
Peak discharge
(cfs)
11,8007,5306,5907,4104,5509,3505,8002,9506,2203,8605,4205,8205,8204,4909,730
12,3005,8102,8703,6303,9408,950
Antecedent base
discharge (cfs)
336158445491
1,4201,390
310150302
51508915280161200
66372130200240102
Direct runoff (in)
a3.781.581.75
a2.60al.47a2.56
.99
.80a3.58
.56a2.02a. 94
al.711.031.661.92
.88a. 62
.491.101.89
Associated precipitation
(in)
2.603.183.292.69
.902.512.182.674.593.871.02
.292.123.202.764.421.63
.641.501.274.25
Storm duration (days)
322322133241212123122
Antecedent precipitation
(in)
5-day
0.351.72
.17
.70
.76
.861.56
.64
.55
.822.24
.99
.48
.46
.21
.03
.22
.22
.571.060
30 -day
2.914.263.782.924.913.605.803.564.093.595.325.562.444.631.765.375.003.026.56(b)1.22
Annual runoff
, (in) (Adjusted
21.6619.5121.4428.3719.0426.8424.2317.6823.8922.4125.8435.0327.2324.2414.7530.5229.2218.4019.9218.4328.57
a Runoff probably increased by snowmelt.b Record incomplete; not computed.Note.--Flow regulated by reservoirs and diversion above station; the two most
effective reservoirs have a combined capacity of 245.7 million cu ft. Figures of daily discharge do not include diversion at South Fork intake to Cambria plant of Bethlehem Steel Co., from Saltlick Run Reservoir to city of Johnstown, and from Wilmore Reservoir (capacity 137 million cu ft, average diversion about 2.6 cfs), to Pennsylvania Railroad. Annual runoff adjusted for diversion from and change in contents in Saltlick Run Reservoir and diversion at South Fork intake.
Little Fishing Creek at Eyers Grove, Pa. (IB-5395) Lat 41"04"50", long76"50'40"; drainage area, 56.5 sq ml; mean annual precipitation, 44.50 in.
Wateryear
194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Apr. 5May 23Dec . 30Mar. 13Sept. 18May 27Mar. 14Mar. 16Dec. 30June 1Dec. 4Mar. 11Nov. 22Mar. 1Aug. 18Oct. 14Nov. 2Feb. 28
Peakdischarge
(cfs)
1,0401,9502,2601,6501,6802,3701,5101,6502,1401,7602,6903,1002,2101,6201,8602,4702,4502,370
Antecedentbase
discharge(cfs)
198342774
103124
25774232945111
1264
657018
Directrunoff(in)
aO.991.992.54a. 631.232.24
bl.70bl.98a2.011.162.072.132.16
al.06.84
2.161.611.79
Associatedprecipitation
(in)
1.193.183.53
.831.845.08
M(b)2.621.802.852.464.361.312.975.263.082.27
Stormduration(days)
123122
2081222211332
Antecedentprecipitation
(in)
5 -day
0.05.98.28.18.86
1.24
M(b)0
.49
.170
.30
.592.080
.550
30-day
0.911.381.742.065.644.76
M(b)2.091.935.571.40
.443.003.504.322.661.26
Annualrunoff(in)
13.5315.5522.8219.3524.9324.8119.7517.9718.8925.0022.3427.3521.7312.5612.6023.3520.8822.11
Runoff probably increased by snowmelt b Seasonal snowmelt rise.
PENNSYLVANIA 303
Little Mahonlng Creek at McCormlck, Pa. (3A-0345) Lat 40°50'10", long79"06'55"; drainage area, 87.4 sq ml; mean annual precipitation, 42.85 In.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 31Aug. 15Apr. 10Dec. 30Jan. 4Mar. 7June 21Aug. 22Apr. 14Jan. 5Jan. 10Nov. 5Jan. 27May 31Mar. 1Oct. 16Feb. 25Jan. 23Aug. 3Jan. 22Mar. 30
Peak discharge
(eta)
3,4801,3202,1004,6703,5603,3003,1902,0003,4601,7202,6503,5305,3004,2603,5505,1803,9502,9301,9604,2603,190
Antecedent base
discharge (eta)
1208.9
144400
80661231
2887
149362
58250216216
631304582
16040
Direct runoff
(in)
a2.53.49
1.30a3.81
.45al.701.20
.63a3.95aO.77
.881.64
a2.441.611.331.651.42
al.24.54
cl.75a3.21
Associated precipitation
(in)
2.703.311.873.801.241.892.351.974.38
.801.552.892.732.731.952.942.07
.79
.711.74
.90
Storm duration (days)
313312413222112121143
Antec precipi
(in
5 -day
02.13
.18
.690
.972.271.20
.18
.411.57
.31
.551.13
.56
.39
.01
.111.461.18
.41
sdent tation
30-day
2.254.913.843.061.314.387.862.083.524.395.172.964.356.062.275.355.84(b)7.672.501.97
Annual runoff (in)
17.8216.3019.2528.9919.6830.7725.3621.9522.5018.4024.1934.6426.8320.3016.5923.7937.3018.9523.1920.3924.89
a Runoff probably Increased by snowmelt.b Record incomplete; not computed.c Runoff probably increased by unobserved precipitation.
304 PENNSYLVANIA
Little Schuylklll River at Tamaqua, Pa. (IB-4695) Lat 40°48'20", long75"58'20"; drainage area, 42.9 sq ml; mean annual precipitation, 47.78 In.
Water year
19201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 13Mar. 3Mar. 7Mar. 16Sept . 30Feb. 11Nov. 13Nov. 16Feb. 14Mar. 5Oct. 2May 31Mar. 31Aug. 24Mar. 31July 9Mar. 18Feb. 22Oct. 23Dec. 6Mar. 30Apr. 5May 22May 19Nov. 9July 19May 28July 8Apr. 1Dec. 30Mar. 21Nov. 25Mar. 11Nov. 22Mar. 1Aug. 18Oct. 15Apr. 6Dec. 21Jan. 21Sept. 12
Peak discharge
(cfs)
1,020902
3,000520
5,0002,6201,2902,7402,4501,320
830505
1,000_
1,4803,6301,9401,0602,2201,0702,540
2484,3101,7502,5401,8801,7903,420
9301,300
7343,0201,7902,9201,1007,7902,8701,6602,0501,2201,750
Antecedent base
discharge (cfs)
162100109240
1720
143140
678518
219114
435444
294567464
140138172105
76151252
39114
4074483816
103388977552926
Direct runoff
(in)
a2.21a2.42a2.77a. 916.98
a4.30al.97a3.10
.63a. 921.06
.59al.085.24
.753.32
a2.37.67
1.47a2.011.92
.183.881.202.602.003.113.04
.941.91
.282.602.053.42
.923.913.092.983.12
.491.79
Associated precipitation
(in)
0.631.131.97
.467.911.961.883.311.151.084.881.27
.758.391.487.384.271.884.252.662.791.376.693.734.454.084.967.311.863.241.295.843.217.862.078.705.584.333.881.555.18
Storm duration (days)
14221212122312122112123322322212231134222
Antec precipi
(in
5-day0
.22
.86
.5900
.83
.77
.271.51
.082.732.19
.151.0302.3303.920
.65
.082.921.00
.222.791.771.29
.320
.051.010
.98
.334.29
.03
.150
.300
edent tation
30 -day2.862.922.981.642.311.923.924.522.763.594.314.493.907.512.335.683.253.184.593.894.571.924.423.818.526.607.045.673.683.402.222.781.771.353.235.775.602.453.27(b)2.34
Annual runoff (in)
31.9633.7637.1217.8241.5133.2428.9935.1045.1618.9422.5113.5714.5341.9119.0228.7326.9525.9231.7528.6625.5218.0226.4132.1224.5733.6635.7738.9731.1926.9326.9842.6553.2338.8822.9226.8035.0926.1334.8121.9742.44
a Runoff preteately Increased by snowmelt.b Record Incomplete; not computed.Note. Annual runoff, In Inches, adjusted
volr for period of record and for change In since February 1933.
for diversion from Still Creek Reser- contents In Still Creek Reservoir
PENNSYLVANIA 305
Loyalhanna Creek at Kingston, Pa. (3A-0450) Lat 40°17'35", long 79°20'25" drainage area, 172 sq mi; mean animal precipitation, 45.75 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 30June 5Apr. 9Dec. 30May 7Mar. 6June 2June 8Apr. 14Jan. 26June 7June 28Jan. 27May 31Mar. 1Oct. 15Feb. 25June 13Aug. 3Feb. 10Mar. 29
Peak discharge
(cfs)
9,1709,8306,5907,5004,7609,1008,1404,7607,5704,9004,270
10,5006,2804,7803,350
29,7004,3503,5103,1304,1004,700
Antecedent base
discharge (cfs)
239806386639232970367152252140
1,620257390170241
61330
51220190130
Direct runoff (in)
a2.582.371.80
a2.361.30
a2.331.401.46
a3.12a2.16al.371.38
al.88.98.63
3.02.77.46.48.89
33.16
Associated precipitation
(in)
2.663.492.992.693.252.972.493.584.883 081.702.772.402.362.154.631.331.731.191.60
.61
Storm duration (days)
322331123432211222226
Antecedent precipitation
(in)
5-day0.132.06
.36
.270
.991.54
.67
.461.021.221.83
.75
.31
.49
.14
.271.782.85
.45
.79
30-day
2.855.814.202.774.964.686.455.244.453.465.048.593.804.902.615.106.554.197.63(b)2.82
Annual runoff(in)
Adjusted)22.1120.4720.7027.9419.4827.9123.3021.8422.5622.7727.8033.1829.2820.7613.0528.4831.6220.6421.1219.2722.22
a Runoff probably increased by snowmelt. b Record missing; not computed.Note. Annual runoff only adjusted for storage in and
Reservoir (capacity 49.46 million cu ft), and diversiondiversion from Trout Run at Kingston.
Muddy Creek at Castle Fin, Pa. (IB-5775) Lat 39°46'25", long 76°19'00"j drainage area, 155 sq ml; mean annual precipitation, 41.55 in.
Wateryear
1929193019311932193319341935193619371938
Data relative to annual peak discharges
Date
Feb. 26Oct. 2Jan. 19Mar. 28Aug. 23Sept. 17July 8Jan. 9July 5June 27
Peakdischarge
(cfs)
4,7404,1003,1403,540
16,6008,5003,6203,7004,3405,440
Antecedentbase
discharge(cfs)
1185250
1219486
105215
99125
Directrunoff
(in)
al.32.85
a. 32.46
3.13.76.40
a. 37.46.43
Associatedprecipitation
(in)
1.495.69
.622.72
10.524.022.67
.912.973.22
Stormduration(days)
3311232111
Antecedentprecipitation
(in)
5-day
1.0500
.75
.261.1501.94
.65
.14
30 -day
2.033.783.873.404.654.573.454.624.261.92
Annualrunoff
(in)
17.6113.627.278.44
23.0915.9418.4920.0915.7817.67
a Runoff probably increased by snowmelt.
306 PENNSYLVANIA
Pohopoco Creek near Parryville, Pa. (IB-4500) Lat 40°50'00", long 75°40'40"; drainage area, 109 sq mi; mean annual precipitation, 45.69 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 8May 23Dec. 30Nov. 9July 10May 28May 26Mar. 20Dec. 31Mar. 9Dec. 4July 10Dec. 11Dec. 7Aug. 18Oct. 16Apr. 6Dec. 21Mar. 6Apr. 5
Peak discharge
(cfs)
2,5005,2702,6801,8603,4001,5602,080
9601,5201,0902,2303,1803,5201,1205,2502,6201,7102,8501,200
(b)
Antecedent base
discharge (cfs)
86246141111196312725300
64153260
72489
67201167143
94115325
Direct runoff
(in)
0.752.671.65
.851.031.221.23a. 421.05
.391.191.411.91
.582.112.171.341.38
.39
.98
Associated precipitation
(in)
1.596.013.473.652.673.532.04
.792.981.253.298.023.603.016.155.084.275.832.102.66
Storm duration (days)
22311311222212225222
Antecedent precipitation
(in)
5 -day
1.122.27
.09
.131.82
.532.00
.8200
.3401.87
.018.35
.06
.52
.0201.01
30-day
3.023.602.186.635.213.776.432.373.113.228.471.51
10.922.61
10.025.812.282.912.792.11
Annual runoff
(in)
18.2831.6027.7824.0832.2029.2033.4427.2424.6625.5034.1245.1334.8819.4823.1929.2921.7828.2419.9732.89
a Runoff probably increased by snowmelt.b Peak discharge not determined; probably occured Apr. 5.Note.--Flow regulated by Wild Creek Reservoir (capacity 548,100,000 cu ft).
Figures of daily discharge do not include diversion from reservoir to city of Bethlehem. Annual runoff, in inches, adjusted for diversion by city of Bethlehem and change in contents in Wild Creek Reservoir since August 1941.
Raccoon Creek at Moffats Mill, Pa. (3A-1080) Lat 40°37'40", long 80 020'20"; drainage area, 178 aq ml; mean annual precipitation, 37.56 in.
Water year
19421943194419451946194719481949195019511952195319541955195619571958.19591960
Data relative to annual peak discharges
Date
Apr. 10Dec. 30Mar. 7Mar. 7May 27June 7Apr. 12Jan. 28July 6Jan. 15Jan. 27June 17Apr. 17Oct. 16Aug. 6Apr. 5May 5Jan. 22May 8
Peak discharge
(cfs)
4,7703,9703,1406,6605,4303,6705,2602,1904,9704,3508,5902,2601,3006,2506,4306,4302,6805,1102,350
Antecedent base
discharge (cfs)
141480180656
70186150168
55284425
68183
5458
232300170
70
Direct runoff
(in)
al.20al.61al.15al.721.28
.942.69
al.241.00a. 94
al.85.29.31
1.571.462.10
.631.12
.64
Associated precipitation
(in)
2.202.931.952.333.672.784.252.262.831.262.801.251.454.524.203.382.071.602.57
Storm duration (days)
2332223431112124322
Antecedent precipitation
(in)
5 -day
0.25.39
1.18.96.51.39.23.57
0.20.67.04.30.14
0.26
1.471.100
30-day
3.411.982.764.313.155.023.472.444.652.073.433.313.255.054.572.233.521.76(b)
Annual . runoff (in)
13.2617.4412.6921.4814.3412.6313.6314.2716.2923.9418.8311.246.94
15.2523.1912.6713.2512.8214.14
a Runoff probably increa b Record incomplete; not
led by snowmelt. computed.
PENNSYLVANIA 307
Shenango River near Turneryille, Pa. (3A-1000) Lat 41°30'36", long 80°28'00"; drainage area, 152 sq mi;~ mean annual precipitation, 58.76 in.
Wateryear
1912191319141915191619171918191919201921
Data relative to annual peak discharges
Date
Mar. 19Mar. 26May 13Feb. 3Mar. 28Jan. 7Mar. 15May 11Mar. 13Mar. 29
Peakdischarge
(cfs)
2,97011,0002,9302,9304,1802,3403,4502,9004,1801,610
Antecedentbase
discharge(cfs)
153154302141207328854163386253
Directrunoff
(in)
a2.23a7.561.74
a2.29b4.05al.50al.562.15
32.97.77
Associatedprecipitation
(in)
0.817.822.581.96(b)1.291.973.36
.611.07
Stormduration(days)
1322
1421221
Antecedentprecipitation
(in)
5-day
0.150
.76
.04(b)
.13
.65
.01
.08
.37
30 -day
2.202.844.222.99(b)3.333.133.311.183.65
Annualrunoff(in)
25.7727.9319.9414.6719.0817.6217.6414.0311.8015.77
a Runoff probably increased by snowmelt.b Seasonal snowmelt rise.
South Branch Codorus Creek near York, Pa. (IB-5750) Lat 39°55'10", long 76"45'00''j drainage area, 117 sq ml ; mean annual precipitation, 41.57 in.
Water year
192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 13Feb. 26Oct. 2Dec. 27Mar. 28Aug. 23Sept. 16Dec. 1Feb. 28Feb. 22June 27Feb. 3Sept. 25Mar. 16Aug. 9July 13Nov. 9July 15June 2May 22Jan. 2Jan. 6Mar. 23Dec. 4Apr. 28Nov. 22Dec. 7Aug. 13Feb. 7Apr. 6Feb. 28Jan. 2Sept. 12
Peak discharge
(cfs)
. 1,8503,320
_910
1,76019,3005,920
7801,8802,8903,7901,7104,4101,3003,1304,5405,2101,5001,6901,0201,7501,6301,4104,9602,5202,3602,4403,8401,7201,3102,7601,3603,360
Antecedent base
discharge (cfs)
110672421
146102
937886
12727
21824
30539377225
1049422
213102107273
18261.1
199100
462915
Direct runoff (in)
0.55a. 811.02
.17
.425.141.18
.28al.16a. 66
.88
.44
.79a. 38
.42
.53
.71
.31
.47
.24
.44
.45
.42
.831.87
.93
.47
.98
.39
.44
.88
.21
.70
Associated precipitation
(in)
2.18.93
7.322.822.27
12.084.292.18
.051.813.191.354.1202.833.053.022.723.891.712.522.162.032.795.435.282.486.651.132.241.711.173.91
Storm duration (days)
3131132312111_1322222221422132213
Antecedent precipitation
(in)
5-day
0.331.0300
.71
.32
.49
.890
.48
.081.81
.16
.60
.23
.31
.43
.181.462.320
.04
.7200
.5102.081.59
.670
.26
.17
30-day
5.991.923.19
.843.904.656.561.982.743.911.423.155.193.324.461.517.344.206.245.661.314.222.744.814.26
.941.962.442.671.982.38
.782.96
Annual runoff
, < in>Adjusted )
23.6915.6314.886.938.38
26.1914.8514.9216.7912.9813.5415.4415.6413.6412.1718.1015.0816.7516.1410.8615.4716.7212.2619.0024.0920.7910.2112.3615.2212.7319.607.64
17.00a Runoff probably increased by Note.--Annual runoff only adjuste
supply of York.
owmelt.d for diversion above station for municipal
770-960 O-65 21
308 PENNSYLVANIA
South Pork Tenmile Creek at Jefferson, Pa. (3A-0730) Lat 39°55'25", long 80"04'Z5"j drainage area, 180 sq mi; mean annual precipitation, 41.52 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan . 30Mar. 14Apr. 4Feb. 23Mar. 17Nov. 4Feb. 20June 28Apr . 20June 4Apr. 9Dec. 30Mar. 5Mar. 6June 2Jan. 15Feb. 14Dec. 16Jan. 7Feb. 1Jan. 27May 7Apr. 17Oct. 15July 27Apr. 18May 4Feb. 10Sept. 11
Peak discharge
(cfs)
4,3706,6207,4005,9507,8308,1005,4505,9505,450
13,8005,200
10,6004,5308,0908,1803,4406,5605,3405,5706,8307,1005,9302,5109,180
10,9003,2603,5807,0103,740
Antecedent base
discharge {cfs)
205136170132261
28199
3036111.549
387230690103105
3054
124408215
71293073
140333104
22
Direct runoff (in)
0.64a2.491.29a. 831.761.72
.721.26
al.773.121.05
a2.51a. 94
al.821.27a. 58
al.251.13
a2.011.18
al.70.97.49
1.531.75
.511.59
bl.83.55
Associated precipitation
(in)
1.023.002.371.142.402.901.612.822.595.891.813.031.402.222.671.27
.582.112.821.922.422.481.533.714.481.123.361.692.43
Storm duration (days)
1312231344132111113221211I634
Antec precipi
(in
5 -day
0.22.38.20.10.44.26.06.57
1.23.42.15.32.54.96.51
000
.61
.88
.44
.03
.30
.08
.5701.46
.18
.55
sdent tat ion
30-day
3.842.182.421.293.194.723.266.035.293.191.962.352.374.034.562.741.932.233.843.942.992.831.344.495.903.223.213.393.81
Annual runoff (in)
11.5017.8910.4113.6918.7921.1414.9014.9918.0914.5712.3723.4410.3619.7413.9711.9314.3314.4117.0425.8915.7210.244.64
18.5725.6011.6412.7011.7812.17
a Runoff probably b Runoff probably
increased by snowmelt. increased by unobserved precipitation.
Tioga River at Tioga, Pa. (IB-5180) Lat 41"54'30", long 77"07'45"; drainage area, 282 sq mi; mean annual precipitation, 36.21 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 27Feb. 20Mar. 31Apr. 5Mar. 9Dec. 30May 7May 18May 27Apr. 5Mar. 22Dec. 30Mar. 28Nov. 25Mar. 11Dec. 11Mar. 1Mar. 4Oct. 14Apr. 6Apr. 7Jan. 22Mar. 31
Peak discharge
(cfs)
5,3406,300
16,2006,930
12,90015,30010,40010,50039,00022,80011,6005,1809,550
25,40014,00012,30012,8005,210
25,7009,7407,1407,890
10,800
Antecedent base
discharge (cfs)
50700240441155122233700369692
1,60011023046215525055445048
590590105104
Direct runoff
(in)
0.59a. 95
a3.16al.86al.461.721.29
.634.431.47
a2.18a. 84
a2.421.911.501.22
.91
.583.061.02
b2.65bl.18b3.50
Associated precipitation
(in)
2.60.66
1.321.44
.603.223.131.655.512.111.991.552.192.511.532.111.45
.996.231.25
.851.061.10
Storm duration (days)
2322131I224232111232322
Antecedent precipitation
(in)
5 -day
0.76.46.04.34.02
0.29.73.43.39.02.07.72
0.62.36.34
0.61
0.96.01
30-day
2.842.232.591.593.091.322.394.794.201.741.851.282.373.162.144.001.382.212.492.242.421.09
.75
Annual runoff
(in)
-11.6016.868.64
11.5320.7314.0316.4523.1518.5717.0012.1416.1722.1318.2016.0711.759.25
.21.4716.8720.2311.8622.90
a Runoff probably b Runoff probably
increased increased
by snowmelt. by unobserved precipitation.
PENNSYLVANIA 309
Tionesta Creek at Lynch, Pa. (3A-0175) Lat 41°36'05", long 79°03'00"; drainage area, 233 sq mij mean annual precipitation, 44.40 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 20Apr. 4Dec. 13Mar. 17Dec. 30Mar. 17Mar. 22May 28Apr. 5Mar. 22Jan. 6Mar. 29Nov. 26Jan. 18May 23Mar. 1Oct. 16Mar. 8Jan. 23July 15Jan. 22Mar. 31
Peak discharge
(cfs)
3,5006,2504,7504,0608,2003,3004,8708,5208,3808,7401,9604,8705,4707,9007,6005,1109,1208,9204,9903,620
15,0005,250
Antecedent base
discharge (cfs)
8502,600
7281,470
300762
2,500495475
1,200380623992280600485192800160638280110
Direct runoff
(in)
aO.90b2.47al.llbl.79a2.83a. 801.282.40
a2.55a2.79
.43al.921.34
a2.661.201.091.67
a3.29al.15
.8933.04a2.50
Associated precipitation
(in)
1.28(b)1.081.713.54
.652.744.362.173.26
.781.174.982.873.622.163.502.561.112.943.27
.44
Storm duration (days)
4424423233222211231232
Antecedent precipitation
(in)
5-day
0.93(b)
.361.29
.25
.36
.38
.45
.24
.721.04
.931.66
.111.47
.27
.87
.33
.032.50
.76
.08
30 -day
4.09(b)3.433.802.833.883.483.972.052.643.934.805.152.984.682.526.19(c)2.355.791.701.57
Annual runoff (in)
20.0626.4118.4421.6834.5118.4628.8327.4427.3024.0417.7227.4436.3529.6424.2519.1726.7139.0221.8222.8826.5426.45
a Runoff probably increased by snowmelt.b Seasonal snowmelt peak.c Record incomplete; not computed.
Toby Creek at Luzerne, Pa. (lB-5370) Lat 41°16'50", long 75°53'50"; drain age area, 32.4 sq mi; mean annual precipitation, 39,39 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 22Dec. 30Nov. 9July 19July 31May 22Apr. 14Dec. 30Mar. 28Dec. 4July 22Jan. 24Apr. 17Aug 18Oct. 15Apr. 6Jan. 22Jan. 22Apr. 3
Peak discharge
(cfs)
1,600_
1,420822
2,440628
1,1701,1801,0601,580
962978
1,2002,420
6951,8401,2401,1401,630
Antecedent base
discharge (cfs)
151422737.4
1244210
170541270305.7
1657131295
Direct runoff
(in)
2.32a3.121.531.49
.75
.562.28
al.88al.411.44
.611.041.38
.971.142.50
.58
.961.72
Associated precipitation
(in)
4.373.013.052.426.971.673.491.91
.373.152.591.502.505.014.593.201.352.262.49
Storm duration (days)
3212114322122132122
Antecedent precipitation
(in)
5- day1.55
.08
.012.0501.73
.2202.70
.29
.27
.13
.582.5501.27
.04
.82
.78
30 -day
2.161.969.287.624.657.503.642.704.305.284.942.722.364.424.313.222.681.372.18
Annual runoff (in)
13.2522.5516.5325.6826.9619.5320.0318.7322.4820.7024.9220.4616.7513.9420.9318.5921.5216.7423.13
a Runoff probably increased by snowmelt. Note. Annual runoff, in inches, adjusted
voir for municipal supply.for diversion from Huntsville Reser-
310 PENNSYLVANIA
Turtle Creek at Trafford, Pa. (3A-0845) Lat 40°23'15", long 79°45'55"; drainage area, 55.9 sq mi; mean annual precipitation, 58.99 in.
Water year
19221923192419251926192719281929193019311932193319341935193619371938193919401941194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Nov. 28May 12June 29Feb. 7Sept. 5Feb. 25July 5Feb. 26Feb. 26Apr. 3Dec. 24Mar. 15Aug. 9Aug. 3Mar. 17Jan. 15Dec. 17Jan. 30Apr. 20Aug. 26Apr. 9Dec. 30Mar. 12Mar. 6May 27June 8Apr. 14Dec. 15July 5Jan. 15Jan. 26Jan . 10
Peak discharge
(cfs)
1,7101,9502,650
bSOO2,0901,8302,7903,0701,8302,0901,0904,4202,5103,2203,7003,6902,0101,3602,3802,1102,5704,0401,2602,4805,2001,5202,5801,0404,4303,1402,670
860
Antecedent base
discharge (cfs)
1122036(c)4
112241
9485229601.72.7
126143
98.8
1482669
213131194
373853401898
10022
Direct runoff (in)
a2.211.411.99(c)2.56
al.461.14
al.71a2.15al.56a. 70
a2.37a. 401.04
a3.57al.55a2.37a. 821.49
.561.45
a2.68a. 551.761.63
.90a3.15
.461.47
al.20al.60
.79
Associated precipitation
(in)
2.542.263.13-
5.03.67
2.56.75
2.112.301.232.561.953.394.21
.892.171.562.311.853.023.66
.642.603.413.034.341.413.281.482.291.53
Storm duration (days)
321-4521333212322232231122313224
Antecedent precipitation
(in)
5-day
0.69.92.29-.05
1.381.17
.200
.59
.05
.33
.02
.50
.87
.670
.27
.73
.03
.30
.49
.09
.89
.25
.41
.23
.470
.14
.66
.64
30-day
4.943.351.58-
4.804.544.981.87
.891.993.241.924.332.423.594.081.631.365.677.443.242.423.393.653.494.413.722.645.332.192.742.44
Annual runoff (in)
22.3714.0628.2910.2117.2921.8435.7319.8117.8610.7312.9221.1514.0917.9519.8629.5817.2312.7415.2715.1314.9024.4214.0422.9316.9212.4118.6914.8118.7628.2920.12
-
a Runoff probably increased by snowmelt.b Estimated.c Not determined because a flat estimate of discharge was made Feb. 1-22.
West Branch Lackawaxen River at Prompton, Pa. (IB-4290) Lat 41°35'05", long 75"19'40"j drainage area, 59.7 sq mi; mean annual precipitation, 46.84 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 19May 28Apr. 5Mar. 21Dec. 30Apr. 4Nov. 25Apr. 15Jan. 24Apr. 17Aug. 18Oct. 16Apr. 6Dec. 21Jan. 22Apr. 5
Peakdischarge
(cfs)
1,8603,2405,2302,8402,4403,1405,2302,7402,2502,0205,8603,3401,6702,8903,2501,660
Antecedentbase
discharge(cfs)
61190280642
32454
47143100
79114107107
414340
Directrunoff
(in)
0.802.592.02
a3.221.35
a2.92al.981.72
al.43,86
3.382.361.341.45
a2.05a5.95
Associatedprecipitation
(in)
2.323.942.701.592.85
.693.633.001.321.986.024.082.622.811.733.10
Stormduration(days)
2315231321222226
Antecedentprecipitation
(in
5-day
1.911.57
.67
.6900
.88
.70
.31
.545.300
.81
.15
.80
.02
30-day
4.395.602.833.732.544.422.933.863.002.548.426.562.622.641.531.39
Annualrunoff(in)
28.6127.6027.5222.3220.1430.4429.4834.6825.6818.8626.8533.0117.7826.5522.27
-a Runoff probably increased by snowmelt.
PENNSYLVANIA 311
West Branch Susquehanna River at Bower, Pa. (IB-5410) Lat 40°53'50", long 76"40'40"; drainage area, 515 sq mi; mean "annual precipitation, 45.21 in.
Water year
1915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 7June 3Jan. 22Feb. 20Oct. 31Mar. 12Aug. 8Nov. 29May 13June 29Feb. 9Sept . 5Jan. 22Mar. 30Apr. 5Feb. 26Apr. 4Apr. 1Mar, 15Sept . 30July 25Mar. 18Jan. 22Dec. 18Feb. 15Mar. 31June 5Mar. 9Dec. 30Mar. 17Mar. 7May 28Apr. 26Apr . 14Jan. 27Mar. 28Nov. 5Jan. 27May 31Mar. 2Oct. 16July 3Apr. 6May 8Jan. 22Mar. 31
Peak discharge
(cfs)
10,20011,3008,070
10,7006,680
_7,300
b8,950b.6,85010,200b8,15013,00012,2009,570
b9,0905,5504,8904,1605,7703,5407,120
31,5007,5209,4904,320
12,7004,600
' 6,32014,3005,500
11,2008,0003,660
10,9004,6006,8508,410
11 , 4008,000
10,2009,2709,7207,6005,190
11,9009,270
Antecedent base
discharge (cfs)
134159204925795
1,300265640250280160410120
1,360445183
1,0501,400
32783
2261,9301,800
1201,480
545248258600
2,7003,620
375252390972
1,210268689965600183387802970310165
Direct runoff (in)
a2.251.81a. 74
al.601.17
a3.251.17
a2.981.821.68
a2.782.31
a4.51al.41al.09a2.02al.19a. 991.74
.60
.745.68
al.71a2.30a. 62
a4.01.81
al.41a3.57a. 99
a2.071.83
.61a4.22al.85al.681.43
a2.081.241.411.391.762.371.631.61
a3.27
Associated precipitation
(in)
1.522.561.811.422.37
.422.404.392.963.091.274.092.291.341.222.321.23
.162.631.562.216.501.242.80
.972.682.21
.453.951.331.703.241.694.312.791.252.772.542.702.263.223.263.723.371.85
.77
Storm duration (days)
2122311452124113342123231222322324542112124556
Antecedent precipitation
(in)
5 -day
0.35.08.09.14.98
01.38
.160
.7801.60
.17
.06
.310
.731.27
.55
.651.381.361.270
.730
.52
.86
.70
.74
.53
.11
.18
.281.061.591.03
.531.37
.46
.21
.70
.291.321.14
.40
30 -day
4.365.623.853.083.211.219.214.262.253.522.136.171.461.811.65
.642.192.922.173.865.552.073.031.244.602.851.843.512.704.233.603.521.513.783.995.084.214,115.681.925.125.952.353.412.281.73
Annual runoff (in)
19.4134.0321.8525.6625.1129.9422.5325.1119.8234.5714.6624.9834.2141.6122.4519.9512.7018.0720.5314.6923.7924.8229.9023.6918.2518.8617.4118.6729.1219.1528.4526.8419.7924.6221.1426.3436.3526.7822.1715.3724.7435.6321.6121.0620.7124.26
a Runoff probably increased by snowmelt. b Approximately.
312 SOUTH CAROLINA
Little River near Mount Carmel, S. C. (2A-1925) Lat 34°04', long 82°30'; drainage area, 217 sq mi; mean annual precipitation, 48.29 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 14July 17Mar. 22Jan. 19Mar. 20Apr. 26Dec. 25Jan. 20Nov. 11Nov. 29July 25Apr. 2Mar. 4May 1Jan. 17Feb. 7Mar. 17Apr. 5Nov. 19Sept. 7Jan. 31
Peak discharge
(cfs)
a20,8009,0206,4007,3108,0205,0203,2105,3003,1309,3501,7601,4406,6102,9703,4904,3103,4501,9005,7605,4004,300
Antecedent base
discharge (cfs)
43220221114221132125400145200
43222414
78112
7597
1494129
174
Direct runoff
(in)
4.931.791.702.152.121.29
.891.81
.813.21
.25
.192.20
.591.161.361.16
.401.621.611.47
Associated precipitation
(in)
9.803.523.314.233.652.442.462.992.535.342.061.094.113.842.622.983.421.934.495.303.55
Storm duration (days)
241221122321221221244
Antecedent precipitation
(in)
5-day0.261.27
.580
.131.25
.032.021.172.32
.031.36
.79
.28
.43
.22
.08
.41
.272.510
30 -day
2.059.955.184.534.323.524.525.567.746.063.214.563.111.552.233.363.844.241.003.724.72
Annual runoff (in)
_11.5512.2615.2414.3710.8314.8313.2019.2221.48
7.617.85
14.1711.6310.567.128.607.00
15.448.86
17.67
a Maximum during period December to September.
North Pacolet River at Fingerville, S. C. (2A-1545) Lat 35°07', long 81 59'; drainage area, 116 sq mij mean annual precipitation, 59.77 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 8Dec. 7Dec. 5Oct. 17Mar. 4July 19Apr. 7Oct. 17Oct. 19Aug. 19Aug. 14July 17Feb. 17Jan. 28Mar. 29Sept. 17Jan. 7June 15Feb. 13Nov. 29Oct. 7Dec. 8Mar. 4Feb. 21Jan. 23Feb. 7Apr. 16Apr. 6Apr. 29May 26Mar. 31
Peak discharge
(cfs)
1,160872
2,1206,8202,1001,7606,1207,2905,4002,480
12,5001,5402,7002,2001,6203,7805,0403,1101,3703,7805,1502,3203,8803,7105,0401,8401,6902,6203,4806,6803,200
Antecedent base
discharge (cfs)
183113153
77176103510233113123
48208114188305360210
94214287166132327478168
85226248246216346
Direct runoff
(in)
0.41.41.96
2.581.12
.522.352.262.261.083.50
.271.051.121.041.742.461.00
.861.601.231.041.481.832.35
.82
.631.121.642.901.16
Associated precipitation
(in)
1.072.672.765.765.113.965.825.866.154.18
10.001.403.903.864.014.497.655.772.094.893.073.703.503.835.933.712.683.564.436.893.20
Storm duration (days)
1212322111242223322221222111222
Antecedent precipitation
(in)
5 -day
0.02
1.1703.18
.205.310
.08
.851.251.14
.110
.843.38
.0101.541.770
.62
.54
.801.71
.222.031.43
.942.010
30-day
0.245.276.584.454.543.22
11.2912.682.538.234.398.364.147.459.415.376.063.065.308.322.761.284.685.332.972.426.475.018.745.495.06
Annual runoff (in)
_15.6120.9130.1120.6323.0032.8439.7925.3622.0416.9014.7019.9825.7423.1421.0231.3421.0026.0132.2026.4819.4927.1630.9918.1213.8713.2918.2830.2824.3734.71
SOUTH CAROLINA 313
Reedy River near Greenville, S. C. (2A-1640) Lat 34°48'00", long 82°21'55"; drainage area, 48.6 sq mi; mean annual precipitation, 53.18 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 17Jan. 28Mar. 20Sept. 13Jan. 7Jan. 20May 27Nov. 28Oct. 7Sept. 6Dec. 21Feb. 20Jan. 16Feb. 6Apr. 16Apr. 5Nov. 19Sept. 7July 6
Peak discharge
(cfs)
al,5601,8101,4301,7102,3601,6101,4302,4603,5902,8602,0001,2501,5801,2502,4601,3401,8801,3202,560
Antecedent base
discharge (cfs)
3571732188
14243
1104517
1367039339870423638
Direct runoff
(in)
1.361.421.39
.712.391.50
.662.753.201.662.041.371.41
.931.44
.821.121.00
.95
Associated precipitation
(in)
3.184.161.804.374.232.183.535.146.756.203.453.373.393.052.992.463.614.223.44
Storta duration (days)
1311222321122112321
Antecedent precipitation
(in)
5 -day
0.140
.04
.27
.311.4501.75001.13
.68.45.18
1.80.55.38
1.140
30 -day3.047.384.641.615.185.251.846.762.216.823.955.891.692.407.454.001.782.874.24
Annual runoff (in)
_20.6821.8019.5829.8318.5923.1133.0825.9818.7125.9617.6117.1213.0919.8517.9729.3122.5430.53
a Maximum during period November to September.
SOUTH DAKOTA
Beaver Creek near Buffalo Gap, S. Dak. (6A-4025) Lat 43°28'20", long 103°18'15"; drainage area, 150 sq mi; mean annual precipitation, 18.14 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 4June 21Apr. 27Apr. 13July 18June 13May 25June 11May 2June 20July 14July 14Aug. 13Sept. 7May 23
_Aug. 20Aug. 10Dec. 23June 13July 30Aug. 2Dec. 24
Peak discharge
(cfs)
11,70065
116856
9196236496
1,2402521388551
bll670
2,750b!3432381
83c21
Antecedent base
discharge (cfs)
2.517
102.7
1610
6.4
105
.4
.68
.5_.2
2.3101410
.5-
Direct runoff
(in)
0.38
h(a).04.01.02.01(a).01.12a \Ea)
(a).01_.05.10_.03.02.01-
Associated precipitation
(in)
1.12.40.67
1.48.75
1.491.691.244.545.21
.91
.681.17
.653.64-.98
1.560
.581.90
.42-
Storm duration (days)
111222112241212-11-211-
Antecedent precipitation
(in)
5 -day
0.41.51.24.12.20
1.62.07
1.32.01.87.40.74.10.72.93-.15
1.01-
1.01.16.38-
30 -day
1.402.843.261.352.144.792.513.06
.903.293.553.061.842.971.60-
1.173.17-
5.835.152.54-
Annual runoff (in)
_0.60
.53
.90
.921.08
,82.79.67
1.16.77
3.00.58.71.58.51.58.74.62.81.92.55.50
Runoff less than 0.005 inch, b Maximum daily discharge, c Probably affected by regulation. Note. Prior to June 19, 1939 drainage area, 132 square miles.
314 SOUTH DAKOTA
Castle Creek above Deerfield Reservoir near Hill CItjr (6Along 103"49'25"; drainage area, 83 sq ir.l; mean annual p
Wateryear
1948'194919501951195219531954195519561957195819591960
-4090) Lat 44°00'50"; recipitation, 17.89 in
Data relative to annual peak discharges
Date
June 24June 2Apr. 14Apr. 6May 22Aug. 15May 23Apr. 16May 28Aug. 27July 18Apr. 16Mar. 28
Peakdischarge
tr*fts\(CIS)
a!348
10855
6153727583240202068
Antecedentbase
discharge(cfs)
119.5
148.5
147.75.8
19106.57.4
1010
Directrunoff(in)
(b)0.01
.04
.02
.14(b).01.02.01
M(b).01.02
Associatedprecipitation
(in)
1.842.06
.36
.295.30
.231.57
.042.11
.67
.60
.67
.03
Stormduration(days)
5211211131221
Antecedentprecipitation
(in)
5-day
1.74.41.47
01.26
.22
.19
.49
.60
.09
.40
.390
30 -day
4.032.542.53
.582.142.22
.742.152.682.223.851.20
.82
Annualrunoff(in)
_1.571.501.431.811.471.271.431.241.261.161.121.06
a Maximum daily discharge June to September, b Runoff is less than 0.005 inch.
Lake Creek below refuge, near Tuthill. S. Dak. (6A-4490) Lat 43°05', long 101°31 drainage area, 120 sq mi; mean annual precipitation, 17.11 in.
Water year
1938 1939 1940
Data relative to annual peak discharges
Date
July 18 Mar. 12 Apr. 28
Peak discharge
(cfs)
97 7061
Antecedent base
discharge (cfs)
0 14 20
Direct runoff
(in)
0.03 b.21
.05
Associated precipitation
(in)
(a) (b)
1.18
Storm duration (days)
17 7
Antecedent precipitation
(in)
5-day
0.05
.19
30-day
0.59
1.51
Annual runoff
(in)
1.14 .35
No rainfall recorded, b Seasonal snowmelt rise. Note. Flow regulated by series of lakes above gage.
Rapid Creek at Big Bend, S. Dak. (6A-4120) Lat 44°04'00", long 103°24'00"; drainage area, 552 sq mi; mean annual precipitation, 18.98 in.
Wateryear
19151916191719321933193419351936193719381939194019411942
Data relative to annual peak discharges
Date
Aug. 26May 24-2JJune 4-5Apr. 24May 24Feb. 11June 1Apr. 13July 12Apr. 16Apr. 24Aug. 27June 11May 16
Peakdischarge
(cfs)
aeiea204a270
6941,570
119446102
868863
250552417
Antecedentbase
discharge fff«\\^la)
318124224
45180
3853301338281.5
47105
Directrunoff(in)
0.09.05.02.08.36
b.06.08.03.02.01(c).01.15.15
Associatedprecipitation
(in)
0.83.90.72
3.022.90
(b)2.49
.202.001.36
.071.382.862.56
Stormduration(days)
14222
1131411245
Antecedentprecipitation
(in)
5 -day
0.58.57.43.63.38-.06.21.06
0.14.01.74.24
30-day
7.141.833.581.532.82-
2.40.82
1.841.241.64
.563.122.91
Annualrunoff(in)
-3.29--
3.451.40-.96-.75.60.53
1.362.28
a Maximum daily discharge.b Seasonal snowmelt rise.c Runoff less than 0.005 inch.
South Fork White River near Martin. S. Dak. (6A-4475) Lat 43°10', long 101°38' drainage area, 310 sq mi; mean annual precipitation, 16.78 in.
Water year
1938 1939 1940
Data relative to annual peak discharges
Date
May 20 May 23 Mar. 7
Peak discharge
(cfs)
116 440 60
Antecedent base
discharge (cfs)
13 9
28
Direct runoff
(in)
0.03 .06
a. 07
Associated precipitation
(in)
2.30 2.71
(a)
Storm duration (days)
4 3
13
Antecedent precipitation
(in)
5-day0.89
.14
30 -day3.23
.57
Annual runoff
(in)
0.69 .48
a Seasonal snowtnelt rise.
TENNESSEE 315
Barren Fork near Trousdale, Term. (3B-4205) Lat 35°39'48 drainage area,-132 sq tni; mean annual precipitation, 51.
long 85°52 78 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957
Data relative to annual peak discharges
Date
Aug. 13Oct. 16Mar. 24Apr. 5Apr. 6Jan. 2Jan. 22Feb. 15Mar. 12Apr. 4Aug. 19Dec. 28Sept. 29Feb. 17Jan. 8Jan. 2Feb. 13Jan. 5Jan. 30Feb. 1Dec. 8Feb. 12Jan. 21Mar. 21Jan. 30Jan. 28
Peak discharge
(cfs)
a4,1606,0006,6508,2209,580
15,8003,150
10,8003,2602,1503,6508,530
14,5009,6509,4604,540
32,00018,2008,810
14,30011,9005,3609,020
29,9008,5808,600
Antecedent base
discharge (cfs)
5660
301216350265100415174
8980
24061
324197113160248280166230116258200
80243
Direct runoff
(in)
0.63.66
2.361.791.953.131.522.621.45
.69
.782.021.761.603.041.856.894.424.453.302.311.253.394.252.173.17
Associated precipitation
(in)
M(b)4.453.402.114.633.094.153.353.332.464.424.452.944.513.527.637.086.415.973.832.835.285.763.894.79
Storm duration (days)
PI(t>)33
2124221321133234Z122223
Antecedent precipitation
(in)
5-day
MM2.72
.971.621.0501.74
.04
.1201.90
.031.75
.311.531.12
.711.18
.14
.99
.552.211.791.121.60
30-day:
IN(t>)8.326.987.805.813.487.995.463.077.896.366.373.056.853.105.246.86
10.694.815.294.345.767.061.673.78
Annual runoff (in)
-25.4315.5016.8018.6028.3022.1528.6416.418.97
14.4120.4525.7024.9128.5519.8122.3630.2730.8426.0127.2119.0019.9624.0122.8824.50
a Maximum during period June to September, b No precipitation reported.
Bee Creek at Herbert, Term. (3B-4190) Lat 35°45'4:6", long 85°15'10"; drain- age area, 108 sq mi; mean annual precipitation, 53.58 in.
Water year
1931 1932 1933 1934 1935 1936 1937
Data relative to annual peak discharges
Date
Mar. 28 Apr. 25 Feb. 14 Mar. 3 Mar. 12 Mar. 24 Jan. 2
Peak discharge
(cfs)
1,840 5,970 6,460 7,120 6,240 5,580 6,680
Antecedent base
discharge (cfs)
65 65
108 105 279 318 135
Direct runoff
(in)
1.51 2.07 3.84 3.39 2.82 4.57 4.83
Associated precipitation
(in)
3.20 2.56 4.55 3.14 3.51 4.98 7.26
Storm duration (days)
21 8 1 2 3 6
Antecedent precipitation
(in)
5-day
0 .27
1.75 2.30 1.66
.17 0
30-day
1.98 2.98 3.56 3.34 5.30 2.61 5.14
Annual runoff (in)
13.12 24.62 31.94 22.93 21.48 29.07 22.90
Note. Figures for associated precipitation and antecedent precipitation are subject to large errors because all precipitation stations reporting for period of record are located 10 to 20 miles from boundary of drainage area.
316 TENNESSEE
Big Sandy River at Big Sandy, Term. (3B-6070) Lat 36°13 drainage area, 379 sq mi; mean annual precipitation, 50
50", long 86"06'16"; .89 in.
Wateryear
1935193619371938193919401941194219431944
Data relative to annual peak discharges
Date
Mar. 12Mar. 28Jan. 24Jan. 25Feb. 5Apr. 19Aug. 27Apr. 10Mar. 19Feb. 21
Peakdischarge
(cfs)
a3»6604,760
18,4004,9406,6102,3701,430
12,4006,3604,000
Antecedentbase
discharge(cfs)
300469289180229196
68156182317
Directrunoff(in)
1.421.35
10.801.763.41
.67
.123.653.131.40
Associatedprecipitation
(in)
2.733.05
18.795.557.352.46
.785.766.843.98
Stormduration(days)
23
114621292
Antecedentprecipitation
(in
5-day1.16
.501.010
.60
.521.090
.821.66
30 -day4.113.524.083.085.063.804.206.224.433.09
Annualrunoff(in)
_8.85
22.7016.2419.329.964.41
13.1410.7714.45
a Maximum during period Feb. 11 to Sept. 30.
Big Sandy River at Bruceton, Term. (3B-6065) Lat 36 002'19", long 88°13'42"j drainage area, 205 sq ml; mean annual precipitation, 50.74 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 9Mar. 27Jan. 13Mar. 21Dec. 18Jan. 21July 4Jan. 21Jan. 23Feb. 4Mar. 19Aug. 2Apr. 10Mar. 20Feb. 18Jan. 2Jan. 9Jan. 4Mar. 17Nov. 20Dec. 13Jan. 4Dec. 16May 19Jan, 22Mar. 22Jan. 30Jan. 30Nov. 16Feb. 16Dec. 12
Peak discharge
(cfs)
9,1002,0607,8203,2205,580
17,0006,740
13,8004,2705,9401,6801,200
10,1003,7805,3405,630
12,0003,9806,1304,7409,8805,2304,2605,0003,3205,480
11,8005,1503,3502,4001,460
Antecedent base
discharge (cfs)
156156246183143119
38141
86250196
3889
255152
98152126178188128164300180308152
90363227
7690
Direct runoff
(in)
3.37.66
2.911.442.726.051.95
12.822.372.02
.39
.123.291.701.593.754.513.001.752.114.502.671.502.921.483.303.952.901.761.33
.56
Associated precipitation
(in)
4.521.665.763.055.38
10.537.53
15.395.584.48
.801.125.743.333.657.738.155.874.003.896.934.222.445.883.725.986.936.385.822.922.73
Storm duration (days)
2211332832111227451121242624122
Antecedent precipitation
(in)
5-day
0.14.44
0.04.53.02
01.5802.67
.0500
.75
.30
.06
.150
.04
.39
.48
.01
.45
.513.49
.01
.263.432.89
.65
.02
30 -day
4.124.207.882.653.222.90
.665.293.537.927.103.936.594.773.662.453.701.976.148.021.872.099.166.896.765.261.195.464.904.352.44
Annual runoff
(in)
18.2911.3927.9826.1817.5321.2710.3726.8417.2217.9211.095.16
12.1111.1616.9023.8927.4018.0920.2727.2941.8227.6625.0919.3311.1715.2518.4618.9319.1011.1210.03
Note.--For 1930-35, the only precipitation record available is that for Johnsonville which is located 11.2 miles from the drainage area.
TENNESSEE 317
Brush Creek near Ducktown, Term. (3B-5620) Lat 35°02'12", long 84°26 drainage area, 14.4 sq ml; mean annual precipitation, 55.13 In.
Wateryear
193419351936193719381939194019411942
Data relative to annual peak discharges
Date
June 8July 3Feb. 4Aug. 10July 19Feb. 15June 8July 1July 9
Peakdischarge
(cfs)
a3,050982
2,7201,8103,700
948460
1,5801,310
Antecedentbase
discharge(cfs)
121421121843111224
Directrunoff(in)
2.93.50
2.59.48
5.071.61
.351.10
.74
Associatedprecipitation
(in)
5.031.044.881.80
11.163.041.066.191.69
Stormduration(days)
251152272
Antecedentprecipitation
(in)
5 -day0.62
.08
.441.80
.011.26
.011.310
30 -day3.162.73
10.984.934.187.771.764.296.65
Annualrunoff(in)
_25.9334.3024.7631.0726.6914.4214.7226.15
a Maximum during period May 10 to Sept. 30.
Calfkiller River below Sparta, Term. (3B-4200) Lat 35°54'25", long85"28"25"; drainage area, 178 sq mi; mean annual precipitation, 56.89 In.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 5Mar. 17Dec. 28Sept. 30Feb. 17Jan. 8Jan. 2Feb. 13Jan. 5Jan. 31Feb. 1Dec. 15Feb. 21Jan, 21Mar. 22Feb. 18Jan. 29Nov. 19
(a)Dec. 19
Peak discharge
(cfs)
5,9204,1507,760
10,7004,5808,4804,740
13,70014,6008,3808,9508,5805,0508,860
11,0007,9708,1709,2803,9307,410
Antecedent base
discharge (cfs)
128412465
38760357158463472851293600445624720512400164750544
Direct runoff
(in)
1.801.334.522.951.074.512.475.775.255.633.722.201.433.623.153.054.465.761.252.05
Associated precipitation
(in)
3.582.955.816.702.015.975.092.056.147.025.122.752.655.573.924.486.298.392.192.82
Storm duration (days)
16221352233112223522
Antecedent precipitation
(in)
5-day0.02
.701.54
.011.841.000
.44
.59
.93
.20
.40
.512.613.13
.731.22
.011.24
.27
30 -day2.724.245.805.823.705.372.3441 . 936.38
10.775.338.496.316.928.95
10.883.843.213.33(b)
Annual runoff (in)
15.1417.1130.4927.2130.3531.0722.5923.0337.1540.9133.0032.5322.2421.9130.6427.4028.0938.4221.4830.48
a Jan. 21 or 22.b Record Incomplete; not computed.
318 TENNESSEE
Caney Fork at Clifty, Term. (3B-4185) Lat 35°53'29", long 85"13'03"; age area, 114 sq ml; mean annual precipitation, 54.54 In.
Wateryear
1931193219331934193519361937193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
Feb. 14Dec. 14Feb. 14Mar. 3Mar. 12Apr. 6Jan. 20Apr. 8Feb. 3Mar. 30Apr. 4Mar. 17Dec. 28Sept. 29Feb. 17Jan. 7Jan . 20Feb. 13Jan. 5
Peakdischarge
(cfs)
a2,1105,4005,1007,6506,2207,9709,4103,270
10,2002,5004,8905,2009,0508,1805,0006,3204,190
15,500c9,410
Antecedentbase
discharge(cfs)
162112226332283482135134315104
54430360
3.7453244192403262
Directrunoff(in)
0.782.742.312.922.131.854.351.002.71
.992.441.093.012.081.292.563.145.603.65
Associatedprecipitation
(in)
0.83tt>)2.292.183.102.826.522.345.001.784.541.746.336.882.073.764.457.115.48
Stormduration(days)
1(b)21215112112213622
Antecedentprecipitation
(in)
5-day0.85(b).74
1.93.97
1.340
.071.29
.3001.181.7301.90
.49
.47
.33
.57
30 -day1.440>)4.453.355.297.725.402.855.605.792.816.106.786.733.733.157.824.395.35
Annualrunoff(in)
16.6027.5830.8422.85
. 22.4925.8531.7526.2629.1416.8312.9820.4629.1927.1028.9027.9023.2822.63
-a Maximum dally discharge, b No precipitation reported, c Maximum during period October to July.Note. All precipitation stations are located outside of drainage area;
computed precipitation is subject to large errors.
Clear Fork near Robblns, Tenn. (3B-4095) Lat 36°23'18", long 84°37'49"; drainage area, 278 sq ml; mean annual precipitation 54.97 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 28Feb. 3Sept. 4Mar. 3Apr. 6Apr. 6Jan. 2Apr. 8Feb. 3Mar. 30July 4Mar. 17Dec. 29Feb. 17Jan. 1Jan. 7Jan. 3Feb. 13Jan. 5Jan. 30Feb. 1Dec. 15Feb. 21Jan. 21Mar. 22Feb. 18Jan. 28Nov. 19Feb. 14Dec. 19
Peak discharge
(cfs)
5,97020,40013,40014,60011,40011,90021,7004,870
34,0009,3208,1906,740
16,00016,3007,650
19,3009,910
25,50028,30015,30022,50014,900
7,25013,90019,40013,80015,00014,4009,320
14,100
Antecedent base
discharge (cfs)
285740
32135600680234285350374
14915440537342435207325646661312500629575720530485150277510
Direct runoff
(in)
1.233.262.502.382.351.945.12
.884.241.891.84
.934.502.682.454.022.455.154.326.034.322.091.203.312.723.363.523.761.992.16
Associated precipitation
(in)
2.024.193.292.593.972.306.041.715.112.247.121.285.163.303.875.464.466.025.216.895.182.231.964.223.054.775.515.803.022.77
Storm duration (days)
222251521321217262263223243322
Antecedent precipitation
(in)
5 -day
0.442.701.372.07
.971.01001.66
.581.041.21
.50
.41
.06
.370
.76
.58
.22
.19
.35
.573.662.63
.701.11
.04
.331.59
30-day
2.416.024.363.439.738.154.872.475.285.865.304.534.742.452.114.282.014.354.739.334.285.465.365.637.998.442.793.013.966.40
Annual runoff (in)
10.5121.4827.2916.8622.2018.3031.9318.6623.2317.4113.2114.6527.8222.5524.4022.6117.7015.4629.8336.0927.0028.4918.4916.0724.9629.1527.1829.4917.5525.58
TENNESSEE 319
Paddys Creek near Crab Orchard, Tenn. (3B-5395) Lat 35°55'33", long 84"54'47"; drainage area, 93.5 sq mi; mean annual precipitation, 53.86 in.
Water year
1931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958
Data relative to annual peak discharges
Date
Mar. 28Jan. 30Feb. 15Mar. 3Mar. 12Apr. 6Jan. 2Apr. 8Feb. 3Feb. 10Apr. 4Mar. 17Dec. 29Feb. 17Feb. 17Jan. 7Jan. 20Feb. 13Jan. 5Jan . 30Feb. 1Mar. 11Feb. 21Jan. 21Mar. 22Feb. 18Dec. 13Nov. 18
Peak discharge
(cfs)
al,4402,7903,3104,7604,1205,9907,0001,890
10,2001,4003,2602,7106,3803,8703,6304,3203,170
11,6007,1006,6205,9705,4403,6006,8808,0304,5806,2906,670
Antecedent base
discharge (cfs)
70155155295270380111111374250
36365262210378160137272233245102188241333173264
30146
Direct runoff
(in)
0.761.742.142.632.192.004.79
.963.96
.572.08
.964.861.691.352.723.276.273.634.893.362.191.554.243.652.085.426.84
Associated precipitation
(in)
1.322.952.312.093.102.876.522.365.151.574.711.786.362.422.103.504.527.164.526.285.102.662.095.135.552.957.239.12
Storm duration (days)
23212151111132I252243I125235
Antecedent precipitation
(in)
5-day
0.90.85.75
2.08.98
1.320
.081.30
.0401.121.46
.661.89
.30
.42
.31
.57
.91
.180
.462.52
.79
.83
.071.12
30-day
3.07(b)4.273.325.307.685.382.775.592.502.776.116.893.453.693.198.014.276.01
10.205.483.756.145.475.369.941.283.90
Annual runoff
(in)
_24.6630.7022.8520.5124.5729.2624.7127.1614.6112.3121.7426.3122.2226.3926.6023.9322.3535.2240.4928.3524.4519.8821.5324.0429.8833.8936.20
a Maximum during period November 1930 to September 1931. b No station reporting precipitation in December 1931.
Emory River near Wartburg drainage area, 85.2 sq ml
Tenn. (3B-5385) Lat 36°06'46", long 84°36'54"j mean annual precipitation, 53.68 in.
Water year
193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957
Data relative to annual peak discharges
Date
July 1Apr. 6Apr. 6Jan. 2Apr. 8Feb. 3Mar. 30Apr. 4Mar. 17Dec. 29Sept. 29Feb. 17Jan. 7Jan . 20Feb. 13Jan. 5Jan . 30Feb. 1Dec. 15Feb. 21Jan. 21Mar. 22Feb. 18Jan. 28
Peak discharge
(cfs)
al,6504,3806,0009,2102,810
18,7003,9005,1404,4406,560
16,0003,6007,9504,180
12,5009,0206,760
16,6008,9803,7807,380
12,9005,540
11,900
Antecedent base
discharge (cfs)
4.43431758082
1658528
312202
14248132108164168122
72150179175182196221
Direct runoff
(in)
0.412.221.624.651.124.421.622.221.124.944.281.133.263.465.563.405.635.593.271.103.553.232.948.29
Associated precipitation
(in)
1.804.572.386.011.875.172.432.301.355.335.221.665.363.875.514.777.055.372.591.994.463.203.638.35
Storm duration (days)
441431311211262343112125
Antecedent precipitation
(in)
5-day
0.86.93
1.10001.59
.5801.061.20
.321.64
.33
.14
.39
.34
.23
.12
.29
.612.742.45
.641.28
30-day
3.519.508.254.742.535.266.132.864.454.585.422.774.396.174.284.609.754.575.795.545.687.428.733.01
Annual runoff
(in)
_20.6521.2229.4220.1924.1615.9012.0917.2327.2924.7028.0023.5720.0017.0530.9238.8729.5327.1919.0018.1624.9630.6529.76
a Maximum during period May 17 to Sept. 30.Note. For floods in 1939-49, only precipitation records available are those
for New River and Rugby, which are 10.5 and 11 miles, respectively from the closest points on the watershed.
320 TENNESSEE
Falling Water River near Cookeville, Tenn. (3B-4230) Lat 36 004'00", long 85"51'50"; drainage area, 75.5 sq ml; mean annual precipitation, 57.02 in.
Water year
1932193319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Aug. 17Sept. 4Mar. 2Apr. 6Apr. 6Jan. 2Aug. 2Feb. 3Mar. 30Apr. 4Aug. 9Dec. 28Feb. 18Jan. 1Jan. 8Jan. 2Feb. 13Jan. 5Feb. 2Feb. 1Dec. 8Feb. 21Jan. 22Mar. 22Feb. 18
Peak discharge
(cfs)
a2713,5403,7802,8102,9704,3801,5005,1302,3002,4601,0903,4604,0502,7904,9502,0905,1004,7203,9504,0503,6501,8203,5605,4203,020
Antecedent base
discharge (cfs)
4.733
16796
1653524
14097301592
132489051
169122140
8254.0
131224195152
Direct runoff (in)
0.112.382.121.741.833.001.473.001.651.491.114.712.543.234.621.983.983.504.963.433.401.343.673.662.68
Associated precipitation
(in)
' 1.265.252.992.712.654.954.643.442.783.146.075.523.246.457.042.306.636.367.185.453.562.905.084.064.52
Storm duration (days)
1223122111521631223412223
Antecedent precipitation
(in)
5 -day
1.521.841.501.321.231.461.391.09
.68
.02
.561.62
.50
.38
.221.45
.52
.69
.96
.24
.86
.442.333.32
.81
30 -day
3.334.923.577.067.896.227.465.775.322.687.305.683.381.802.624.255.506.58
11.365.125.657.326.699.69
10.83
Annual runoff (in)
-27.8815.4616.2516.3827.0217.4526.0912.99
9.8211.7024.2522.7422.9521.4216.3615.3724.6333.6424.5325.6518.0216.5027.5023.94
a Maximum during period June to September.
First Creek at Fifth Avenue, at Khoxville, Tenn. (3B-49long 83 54'51'j drainage area, 21.1 sq mi; mean annual
Water year
1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958
Date
June 8 Jan. 8 Jan. 20 Feb. 13 Jan. 5 Jan. 30 Feb. 1 Dec. 21 Feb. 21 Jan. 21 Mar. 22 Apr. 16 Feb. 1 Nov. 18
65) Lat 35°58'40", precipitation,
Data relative to annual peak discharges
Peak discharge
(cfs)
a492 611 776
1,230 863 737 870 468 495 673 336 710 618
1,060
Anteceden base
discharge (cfs)
14 18 29 35 42 40 18 57 48 44 49 44 54 6.9
Direct runofi (in)
0.57 1.64 2.56 3.08 1.58 2.84 1.73
.70
.73 1.68
.43 1.06 1.81 2.36
Associated precipitation
(in)
4.45 4.97 5.32 5.27 3.36 6.30 4.08 1.98 2.21 5.06
.59 1.76 4.95 4.87
a Maximum during period April to Septem er. '
Storm duration (days)
1 2 7 3 3 3 2 1 1 2 1 1 2 3
Antecedent precipitation
(in)
5-day
0 .12 .30 .04 .90 .66 .10
1.29 1.15 4.38 2.47 1.14 4.67
.35
30-day
3.80 3.68 5.71 3.95 5.40 5.22 3.94 4.56 4.70 6.67 6.19 5.66 6.29 1.62
Annual runoff (in)
21.69 16.83 15.79 23.94 27.57 23.15 18.89 15.17 14.13 14.14 18.37 17.85 20.72
TENNESSEE 321
First Creek at Mineral Springs Avenue, at Knoxville, Term. (3B-4960) Lat 36"00'53", long 83 v55'18"j drainage area 15.7 sq mi; mean annual precipi tation, 47.38 in.
Wateryear
1945194619471946194919501951 '195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 8Jan. 7Jan. 20Feb. 13Jan. 5Jan. 30Feb. 1Dec. 21Feb. 21Jan. 21Mar. 22Apr. 15Feb. 1 Nov. 18Mar. 27Nov. 28
a Maximum dur
Peakdischarge
(cfs)
a340670775
1,280718660894422366593306643460
1,310262348
Antecedentbase
discharge(cfs)
13172031383320554242683733101212
Directrunoff
(in)
0.391.562.683.761.393.361.86
.64
.591.83
.381.121.952.47
.52
.60
Associatedprecipitation
(in)
4.454.974.565.273.176.393.521.982.344.741.052.364.455.561.982.71
Stormduration(days)
2253232112113311
Antecedentprecipitation
(in)
5 -day0
.12
.76
.60
.90
.83
.441.291.132.642.50
.952.93
.55
.251.96
30 -day3.803.686.133.955.405.374.584.475.666.107.484.844.552.192.26(b)
Annualrunoff
(in)
-21.8817.4317.0923.3929.0023.4518.5516.8015.3615.3819.8219.0123.6010.9017.49
Lng period April to September.b Record imcompletej not computed.
Lick Creek at Mohawk, Term. (3B-4670) Lat 36 012'09", long 83°02'53"; drain- age area, 220 sq mi; mean annual precipitation 42.94 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 18June 28Feb. 14July 16Jan. 31Mar. 30Dec. 22May 24Jan. 23Mar. 19Apr. 16Jan. 29May 7Mar. 28Nov. 29
Peakdischarge
(cfs)
al,8009,3503,6407,330
10,7002,6403,3905,2404,8904,8608,1408,0308,5404,6404,520
Antecedentbase
discharge (cfs)
2628
14239
227175
65115
43450280163290
99105
Directrunoff
(in)
0.461.711.653.053.881.311.291.022.021.511.704.922.741.071.14
Associatedprecipitation
(in)
3.084.712.458.765.292.932.942.173.773.282,827.353.632.181.82
Stormduration(days)
123946712325211
Antecedentprecipitation
(in)
5 -day0
.43
.450
.16
.18
.272.002.451.35
.72
.72
.40
.361.95
30 -day2.882.054.694.784.133.712.556.134.545.274.532.684.491.883.67
a Maximum during period July 26 to Sept. 30.
Annualrunoff
(in)
_15.7210.5820.0622.3813.0110.8914.968.82
10.6415.8118.0718.6110.1814.97
322 TENNESSEE
Little Pigeon River at Sevierville, Term. (3B-4700) Lat 35°52'34", long 85"54'56"T drainage area, 555 sq mi; mean annual precipitation, 51.51 in.
Water year
1921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 10Jan. 21Dec. 15Mar. 5Dec. 8Apr. 13Feb. 23June 29Mar. 23Mar. 19Apr. 4Jan . 30Feb. 15Mar. 3Mar. 12Mar. 26Feb. 9Aug. 5Feb. 15Aug. 14July 7Mar. 9Dec. 29Feb. 18Feb. 17Jan. 8Jan. 20Feb. 12Nov. 28Oct. 31Mar. 29Mar. 11Feb. 21Jan. 21Feb. 23Apr. 16Feb. 1Nov. 18Jan. 22Nov. 28
Peak discharge
(cfs)
a9,8909,820
13,4006,950
13,9006,360
10,20032,00022,2005,3109,060
11,60018,00010,40011,90022,2008,760
18,9009,0208,7603,9107,590
19,4009,950
10,80016,60023,50013,40010,90017,30020,40010,10013,30014,6009,290
20,40028,3009,660
19,00018,000
Antecedent base
discharge (cfs)
575607398805
71452692370666640440350632577678495520473880193
72238442815891567714643209205405395862647398560451170614450
Direct runoff (in)
2.212.192.74
.651.31
.941.171.431.43
.601.591.201.681.731.024.04
.96
.971.04
.78
.63
.942.20
.91
.952.043.691.121.171.811.74
.621.232.601.001.605.531.611.141.27
Associated precipitation
(in)
3.124.194.151.544.743.032.443.392.672.212.334.272.762.905.665.592.853.482.261.714.722.643.521.792.012.696.836.424.224.724.041.652.105.402.342.788.664.722.082.43
Storm duration (days)
4331321123221223322372221463222112216411
Antecedent precipitation
(in)
5-day
0.42.45.93.12.14.64.96.57.01.16
2.261.01
.242.411.02
.35
.11
.391.21
.73
.15
.18
.21
.691.78
.78
.751.12
.63
.87
.1301.294.80
.421.301.55
.521.451.80
30 -day
4.182.635.123.871.392.845.725.857.854.464.054.053.293.615.665.056.92
11.425.725.635.155.885.014.233.223.036.306.423.463.245.422.586.866.843.414.992.992.735.374.03
Annual runoff (in)
_27.4127.9519.6711.7318.6027.9529.0226.4518.3417.3521.0624.2516.2822.3823.9421.8923.3518.2613.1611.1315.7823.0416.9020.2024.3719.5916.9626.3424.6821.3318.8618.9717.9617.8821.4426.5927.9518.5325.39
a Maximum during period Nov. 22 to Sept. 30.
TENNESSEE 323
New River at New River, Term. (3B-4085) Lat 36°23'08", long 84°33'17' drainage area, 383 sq mi; mean annual precipitation, 53.33 in.
Water year
193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 26Mar. 12Apr. 6Jan. 2Apr. 8Feb. 3Mar. 30Apr. 5Mar. 17Dec. 29Sept. 30Feb. 17Jan. 8Jan. 20Feb. 13Jan. 5Jan . 30Feb. 1Dec. 15Feb. 21Jan. 21Mar. 22Feb. 18Jan. 29Nov. 19Jan. 22Dec. 19
Peak discharge
(cfs)
a2 3 87022,10022,20031,20011,40044,30015,20020,00017,80022,00031,80015,40033,80018,40033,50031,20024,00040,20027,90021,20022,60032,90021,00029,20031,70031,60023,100
Antecedent base
discharge (cfs)
110640700331488490381130
1,100530
761,300
592557898856585450773920736480
1,200480394575718
Direct runoff
(in)
0.462.201.724.691.183.921.842.241.474.772.981.284.093.785.173.165.874.882.18
.443.015.243.195.085.952.732.18
Associated precipitation
(in)
2.183.222.506.242.404.742.381.861.615.445.061.894.984.405.484.336.985.042.422.074.076.103.536.277.653.302.73
Storm duration (days)
321631221321262344212644421
Antec precipi
(in
5 -day
0.74.78
1.27001.65
.460
.78
.99
.071.81
.24
.13
.38
.61
.18
.312.39
.582.31
.41
.631.28
.16
.96
.30
edent tat ion
30-day
6.464.558.254.973.065.036.283.504.525.655.513.023.666.394.914.958.804.306.925.755.655.348.243.312.624.246.21
Annual runoff
(in)
-24.6920.5432.8922.3525.0818.2912.8617.9628.5426.4729.0825.2222.8418.3629.8740.2439.5127.9420.8417.3827.0529.2129.1533.0218.2627.45
a Maximum during period Ivugust to September.
North Indian Creek near Unicoi, Tenn. (3B-4650) Lat 36°10'35", long82°17'56"; drainage area, 15.9 sq mi; mean annual precipitation, 44.50 in.
Wateryear
19441945194619471948194919501951195219531954195519561957
Data relative to annual peak discharges
Date
Sept. 29Apr. 17Jan. 7Jan. 20Apr. 8Mar. 18May 11Dec. 7Apr. 28July 22July 22Mar. 19Apr. 15Jan. 31
a Maximum durj
Peakdischarge
(cfs)
a!51224342277216234278362196398486266343495
Lng period
Antecedentbase
discharge(cfs)
216261129191833125.54.6
464916
Directrunoff
(in)
0.23.29
1.151.68
.36
.371.24
.44
.83
.27
.231.13
.583.35
May 5 to Sept.
Associatedprecipitation
(in)
5.091.10bbb
1.312.961.724.002.414.353.872.627.63
30.
Stormduration(days)
11b)b)b)131313315
Antecedentprecipitation
(in)
5 -day00
Pb(b
.16
.381.840
.35
.421.661.20
.56
30-day3.141.75i bb
(b2.993.093.481.263.643.165.685.382.60
Annualrunoff(in)
-19.0419.7816.8515.8820.5425.1018.7915.6113.4715.5016.1116.7022.24
b No precipitation stations reporting these years. GPO Note. Some diversion from Davis Spring 1 mile upstream for part of water
supply of Johnson City.
770-960 O-65 22
324 TENNESSEE
Piney River at Vernon, Tenn. (3B-6025) Lat 35°52'17", long 87°30'00"; drain- age area, 195 sq mi; mean annual precipitation, 52.16 in.
Water year
192519261927192819291930193119321933193419351936193719381939194019411942194319441945194&1947194&1949 .'19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 8Jan. 21,22
Dec. 21June 5Feb. 26May 18Mar. 1Feb. 3May 5Mar. 3Jan . 20Mar. 26Jan. 20July 31Feb. 3Mar. 30July 4Apr. 9Mar. 19Feb. 17Dec. 31Jan. 8Jan. 15Feb. 13Jan. 5Jan. 5Jan. 3Dec. 14Apr . 30Jan. 20Mar. 21Jan. 29Jan. 29May 11Jan. 21Dec. 28
Peak discharge
(cfs)
a7605,450
32,5003,4806,7807,0001,220
10,2009,2806,350
28,40010,10015,00011,500
7,5506,5801,1606,960
14,8006,810
16,00018,20013,70021,6008,960
12,6007,800
18,0006,110
11,50018,60015,00014,0009,9403,4102,420
a Maximum during perioc
Antecedent base
discharge (cfs)
71178320173185172270900239358116331311110365283
49151735211
92228210371423166143531263243316
84389447160191
Direct runoff
(in)
0.05.76
3.491.461.811.75
.232.501.281.115.832.647.901.421.241.38
.101.111.87
.833.643.811.564.591.773.561.242.02
.981.623.962.832.571.36
.56
.45
Associated precipitation
(in)
1.433.145.135.482.285.01
.912.092.102.209.635.23
13.117.012.632.663.143.904.622.437.027.072.386.263.135.383.283.292.454.057.545.174.413.442.601.85
Storm duration (days)
111421111133
1122211217312342212523221
Antecedent precipitation
(in)
5-day0.921.08001.30
.911.143.061.472.0000
.7602.01
.60
.2503.20
.30
.05
.28
.24
.31
.93
.23
.03
.59
.813.14
.07
.603.271.021.36
.05
30-day3.281.945.185.142.983.104.60
10.467.612.201.473.306.778.756.656.241.384.404.412.172.023.385.733.916.417.002.639.404.455.655.801.845.586.962.793.48
Annual runoff
(in)
-11.2739.2217.3722.7218.979.24
25.4228.9214.3725.2113.2225.6220.0920.8815.547.17
10.4216.3418.7425.1923.8218.1220.9627.2335.6025.9428.8019.1413.9021.8621.7621.6624.6312.6815.50
1 July 3 to Sept. 30.
TENNESSEE 325
Richland Creek near Pulaski, Tenn. (3B-5840) Lat 35°12'51", long 87°06»05"; drainage area, 366 sq ml; mean annual precipitation, 53.57 in.
Water year
193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 4Mar. 12Apr. 6Jan. 2Jan. 23Feb. 3Apr. 19Apr. 4Jan. 1May 11Mar. 29Feb. 22Jan. 8Jan. 2Feb. 13Nov. 29Feb. 14Feb. 1Jan. 27Feb. 12Jan. 22Mar. 21Feb. 18Jan. 31Nov. 18Mar. 27Mar. 3
Peak discharge
(cfs)
a3,42012,70016,70025,4006,850
21,9009,9506,2404,4606,060
17,20042,20031,50013,80062,40014,30023,90025,40023,00015,7008,940
75,00012,20022,40019,5008,0807,350
Antecedent base
discharge (cfs)
87920
1,200259224830218156199250608
1,070470221982529
1,100383
1,200562600449752430438360673
Direct runoff
(in)
0.221.951.953.792.002.521.68
.90
.62
.603.943.675.472.808.402.492.883.142.802.132.257.062.136.833.941.391.19
Associated precipitation
(in)
1.713.153.485.764.653.384.182.882.792.345.234.626.984.268.414.073.415.924.193.544.328.743.368.737.243.172.36
Storm duration (days)
411521112121652212222335511
Antecedent precipitation
(in)
5 -day0.421.74
.95001.54
.37
.18
.03
.61
.372.90
.14
.11
.75
.411.59
.112.221.152.44
.03
.351.19
.26
.34
.24
30 -day3.156.706.564.983.627.834.092.322.404.787.735.205.691.474.237.07
13.194.275.054.745.345.909.893.125.502.974.47
Annual runoff (in)
-18.2019.5630.0516.2330.2812.288.94
11.5613.3624.9826.2928.8020.3323.4733.2035.1926.2124.9823.1913.3724.2118.4523.7726.8914.7820.39
a Maximum during period April 1934 to September 1935.
Roan Creek at Butler, Tenn. (3B-4825) Lat 36°20'22", long 81°59'36"; drain- age area, 166 sq mi; mean annual precipitation, 44.32 in.
Wateryear
193419.351936193719381939194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Aug. 4Mar. 26Mar. 24Jan. 3Oct. 28Feb. 15Aug. 14July 16Aug. 9Dec. 30Feb. 18Feb. 17Feb. 20Jan. 20Apr. 8
a Maximum dur.
Peakdischarge
(cfs)
a2,3804,9402,8401,7802,5001,5403,920
5801,6802,7602,8402,4203,2903,8402,300
Antecedentbase
discharge(cfs)
72272137
97182361
83130
58184287127223107193
Directrunoff(in)
0.682.052.83
.85
.89
.461.51
.26
.52
.75
.97
.71
.821.98
.65
Associatedprecipitation
(in)
0.325.255.002.112.13
.852.903.314.982.833.10
___-
Stormduration(days)
16
1142127523___-
Antecedentprecipitation
(in)
5-day
1.09.14.37
0.83
1.060
.83
.24
.25
.40___-
30 -day
9.383.841.672.034.644.607.305.638.033.992.82
___-
Annualrunoff(in)
_20.9218.6513.2117.1711.299.975.948.62
14.2713.3217.1315.3912.3012.88
Lng period May to September.Note. Only precipitation record available is that for Elizabethton which is
11.4 miles from the nearest point in the watershed. No precipitation records available for floods of 1945-58. Direct runoff is approximated.
326 TENNESSEE
Roan Creek near Neva, Term. (3B-4820) Lat 36°22'37", long 81°53'14"j drain age area, 102 sq mi; mean annual precipitation, 53.06 in.
Wateryear
19421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Aug. 9Dee. 30Feb. 18May 18Jan. 8Jan. 20Apr. 8Mar. 18Nov. 1Dee. 7Dee. 21June 10Jan. 22Mar. 18
Peakdischarge
(cfs)
al,3303,6603,8002,2604,2804,8402,4201,2301,4604,0602,0702,6803,3403,590
Antecedentbase
discharge(cfs)
40127190
94122
66126
9431747625
111141
Directrunoff(in)
0.371.031.25
.851.282.32
.65
.43
.73
.71
.57
.171.112.61
Associatedprecipitation
(in)
2.112.282.063.242.265.592.251.403.351.821.511.973.155.66
Stormduration(days)
221226
: ." 2! ;"; 1
421126
Antecedentprecipitation
(in)
5 -day2.35
.29
.83
.07
.48
.24
.25
.18
.271.491.32
.822.02
.70
30 -day5.284.103.027.283.312.994.272.901.393.473.002.343.164.38
Annualrunoff(in)
_14.6312.9017.7015.7012.4113.1615.5216.2312.8811.8410.4810.33
-
a Maximum during period June to September.
Roaring River near Hllham, Term. (3B-4180) Lat 36°20'24", long 85°25'46";
Wateryear
1933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 19Mar. 3Mar. 12Apr. 6Jan. 2Aug. 11Feb. 3Mar. 30July 4Mar. 17Mar. 20Feb. 17Feb. 22Jan. 7Jan . 15Feb. 13June 28Jan. 31Feb. 1Dee. 15Feb. 21Jan. 21Mar. 22Feb. 18Jan. 29Nov. 19Feb. 14Dee. 19
Peakdischarge
(cfs)
4,3303,2004,0504,3404,920
8355,1202,5002,860
9552,9903,6603,7605,4601,9304,3504,7903,2603,4803,7501,7001,9605,5504,4404,8302,5801,7202,540
Antecedentbase
discharge(cfs)
42174
87186100
56262104
2481
24080
262101
68136
16132
77191113
67335151260
2269
144
Directrunoff
(in)
2.311.702.761.962.56
.222.291.482.27
.631.651.851.764.921.703.591.644.402.751.70
.941.882.593.603.511.941.331.42
Associatedprecipitation
(in)
2.922.953.152.373.851.073.672.784.973.032.173.532.075.554.006.632.865.315.153.062.204.113.435.685.915.592.792.68
Note. --Only pertinent precipitation record availab]
Stormduration(days)
2221112126211252235122243422
Antecedentprecipitation
(in)
5-day
1.05.65.90
1.542.672.591.20
.731.98
.54
.70
.431.84
.71
.46
.52
.071.00
.20
.85
.491.912.69
.472.81
.05
.351.41
30 -day6.193.655.248.108.25
11.666.465.406.544.294.453.454.933.335.655.502.87
10.965.15
-6.816.41
10.029.194.942.834.026.54
Annualrunoff(in)
26.9315.2222.3916.2123.3716.9925.5016.8310.4710.1724.7219.5723.4522.3215.3814.5425.8134.1822.0025.4516.4711.8624.5721.8921.9122.0512.5421.04
e 1933-48- is that forMonterey, which at the closest point is 11.2 miles from the watershed.
TENNESSEE 327
Sequatchle River near Whltwell, Term. (3B-5710) Lat 35°12'22", long 85 29'48"; drainage area, 384 sq mi; mean annual precipitation, 55. 19 in.
Water year
1921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 11Mar. 2Dec. 16May 1Apr. 29Nov. 13Dec. 26June 30Mar. 24Nov. 15Mar. 29Jan. 31Feb. 15Mar. 3Mar. 13Mar. 28Jan. 3Apr. 9Feb. 4Feb. 19Apr. 5Feb. 7Dec. 28Mar. 29Feb. 18Jan. 8Jan. 20Feb. 14Jan. 5Jan. 19Feb. 1Mar. 11Feb. 12Jan. 21Mar. 22Feb. 3Feb. 1Nov. 19Jan. 22 Dec. 19
Peak discharge
(cfs)
a6,44011,8005,4805,6405,3406,130
11,20010,00013,0008,3304,0207,6409,690
16,10010,20012,60016,0006,400
15,2003,9406,4004,300
19,60013,5006,410
19,0009,230
19,10021,4008,830
12,60013,40010,10014,6009,370
14,50017,60022,6009,1407,520
Antecedent base
discharge (cfs)
830680520550189
1,070705705
1,060526360559797420
1,080921406702
1,050718219766399929780814929
1,3501,2701,150
548908570710536410580498545
1,080
Direct runoff
(in)
2.192.231.601.111.32
.846.201.512.973.40
.853.222.323.582.024.123.821.232.64
.871.29
.825.963.561.043.694.404.684.702.842.902.122.123.562.443.626.336.701.871.36
Associated precipitation
(in)
4.413.633.031.552.161.684.302.40(b)3.811.326.732.972.093.105.477.043.103.612.413.371.937.884.532.005.185.906.555.925.114.603.333.925.344.545.288.32
10.333.962.61
Storm duration (days)
42314121
(b)4283124411212531363282122546521
Antec precipi
(in
5 -day0.52
.54
.42
.61
.001.632.29
.18(b).00.90.22.75
2.08.98.09.00.31
1.53.62.20.60.28.17
2.71.14.20.58.69
3.15.22.00
1.022.14
.242.291.55
.041.00
.08
edent tat ion
30 -day3.983.604.924.233.01
10.766.587.06(b)4.363.07(c)4.273.325.302.765.225.016.044.053.082.355.335.674.003.707.604.205.348.584.723.473.725.354.243.893.863.643.354.63
Annual runoff (in)
_32.4730.0024.8210.7821.6831.6034.0740.7623.8612.8425.1429.7522.8521.6925.7227.3426.4026.6214.7213.0819.1726.2222.4722.5431.8523.8322.4840.3237.1928.0126.8319.4218.4824.1627.4629.5035.6619.3325.82
a Maximum during period December 1920 to September 1921.b No precipitation recorded.c Crossville not reporting precipitation in December 1932.
328 TENNESSEE
s& dr
oal Creek at Iron City. Term. (3B-5885) Lat 35°01'20", long 87°34'44" ;rainage area, 348 sq mean annual precipitation,54.89 in.
Water year
19261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 13Mar. 13Mar. 9Mar. 23Mar. 7Feb. 25July 7Oct. 17Mar. 3Mar. 12Apr. 6May 4Jan. 23Feb. 15Apr. 19July 12Feb. 24Dec. 28Feb. 9Feb. 22Jan. 8Apr. 16Feb. 13Mar. 27Feb. 14Feb. 1Dec. 8Feb. 12Feb. 20Mar. 21Feb. 18Jan. 31Nov. 18Apr. 19Dec. 19
Peak discharge
(cfs)
(a)'65,00013,00015,4009,6007,120
10,30026,00013,10020,80020,90028,900
7,99017,50022,0005,4203,170
10,80019,30023,90018,7005,810
61,00017,10032,50027,20014,40020,60010,400
132,00017,40019,10021,0006,000
11,400
Antecedent base
discharge (cfs)
3101,070
402760595480380216219990810562272
1,150277278492216143960500790890805
1,440502276681390395665675358660750
Direct runoff (in)
1.293.282.002.311.331.021.892.481.361.521.534.451.792.162.56
.85
.521.331.902.332.41
.707.561.962.953.191.432.301.018.692.085.573.82
.821.51
Associated precipitation
(in)
2.305.052.083.612.621.926.845.782.153.032.857.453.253.343.164.771.664.464.503.985.821.358.283.453.886.434.153.392.049.063.598.568.112.023.03
Storm duration (days)
12221131111632241122422114121335432
Antecedent precipitation
(in)
5-day
0.652.29
.280
.22
.251.11
.221.56
.37
.361.990
.7901.130
.7602.65
.181.57
.78
.661.22
.22
.791.411.78
.38
.301.49
.1702.51
30-day
8.076.482.567.716.403.205.255.442.393.076.262.343.687.473.945.764.014.551.195.496.153.744.403.99
12.126.253.895.346.456.21
10.323.376.544.895.91
Annual runoff (in)
16.9432.9625.5328.7524.1413.5631.7337.5614.2021.2616.9231.7721.0431.9616.6911.9311.8313.0627.0129.3029.5421.8325.5531.4138.5833.2126.9625.8216.9126.1819.5022.1228.0117.5423.82
a Not determined.
Sulphur Pork Red River near Adams, Tenn. (3B-4365) Lat 36°31'00", long 87"03"40"; drainage area, 185 sq mi; mean annual precipitation, : in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960 .
Data relative to annual peak discharges
Date
Feb. 3Mar. 30July 4Apr. 9Mar. 19Feb. 29Jan. 1Mar. 26Apr. 16Feb. 13Jan. 5Dec. 12Jan. 4Mar. 22May 19Jan. 21Mar. 22Jan. 30Jan. 29Nov. 18Feb. 15Dec. 28
Peak discharge
(cfs)
86,7903,8302,9304,8406,6807,7608,5605,2506,990
12,7007,110
10,1004,350
13,2006,2203,6608,900
11,50013,1005,9404,9803,340
Antecedent base
discharge (cfs)
185146
1497
340490
36181220257340
2684
270116
54198
21350413130136
Direct runoff (in)
3.831.04
.341.161.791.862.971.491.243.711.823.361.232.842.11
.854.752.763.341.831.55
.53
Associated precipitation
(in)
6.022.363.533.304.503.716.802.821.985.342.626.303.133.253.992.836.005.875.903.073.241.86
Storm duration (days)
5221246312326142522221
Antecedent precipitation
(in)
5-day01.00003.13
.62
.15
.071.30
.25
.73
.04
.01
.67
.252.16
.51
.223.392.132.08
.04
30 -day4.564.683.314.444.754.802.143.423.273.418.051.312.035.144.774.836.181.285.597.076.882.35
Annual runoff (in)
_10.535.38
11.2917.1715.5921.5414.7913.4912.9025.1435.5121.9427.3414.378.64
14.9816.4020.0922.369.61
13.40
a Maximum during period January to September.
TENNESSEE 329
Telllco River at Telllco Plains, Term. (3B-5185) Lat 35°21'42", long84"16'44"; drainage area, 118 sq mi; mean annual precipitation, 56.48 in.
Water year
192619271928192919301931193219331934193519361937193819391940-19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 18June 12Dec. 15Mar. 23Nov. 17Apr. 22Jan. 30Dec. 28Mar. 3Mar. 12Feb. 4Jan. 18Aug. 5Feb. 15Apr. 19Mar. 4Mar. 17Dec. 29Mar. 28Feb. 13Jan. 7Jan. 20Feb. 12Jan. 5Oct. 30Mar. 29Mar. 11Feb. 21Jan. 21Apr. 6Apr. 15Jan. 31Nov. 18Jan. 21Nov. 27
Peak discharge
(cfs)
2,6104,2004,0009,5604,8203,7905,9906,4405,5605,230
10,6006,370
10,9004,5102,5401,1303,5206,9804,7605,3407,640
11,3006,4409,480
10,90015,1006,560
10,40010,3005,9606,500
17,5005,7208,1808,780
Antecedent base
discharge (cfs)
183147285455460272396425225510250390303537165
95486209387137245305295402100261300-160434271317340
87225420
Direct runoff (in)
0.881.941.312.633.98
.882.163.112.271.622.151.471.091.60
.82
.211.092.462.151.112.465.642.492.261.872.841.131.67
'3.241.651.265.171.961.271.59
Associated precipitation
(in)
-2.352.50-
6.611.524.284.556.842.923.922.441.032.802.431.052.704.243.712.964.297.804.123.755.094.822.752.836.403.903.14(a)7.224.703.75
Storm duration (days)
_12_532522131211233125222221221-512
Antecedent precipitation
(in)
5-day_
0.351.25
_.51
0.81.62
1.281.67
.503.021.071.350
.540
.63
.22
.04
.05
.85
.941.20
.57
.0101.414.64
.16
.55(a)
.991.601.35
30 -day-
3.695.65-
6.174.213.716.232.846.889.88
10.526.836.331.681.295.145.347.741.624.689.126.676.564.484.943.637.937.476.975.14(a)4.305.354.59
Annual runoff (in)
30.7042.0344.2756.9440.0224.7738.7841.3427.3830.3034.8831.2836.5826.5717.1217.7025.1931.8428.5724.2635.5032.3124.7144.2240.3027.3928.6531.0727.3325.9329.8637.8536.7322.3232.66
Not complete ; record imcomplete. Note. No precipitation reported for 1926 and 1929.
adjacent station reporting precipitation prior to 1949Telllco Plains Is the only
West Fork 85"10'30";
Obey River near Alpine, Tenn. (3B-4150) Lat 36°23'50", long drainage area, 108 sq mi; mean annual precipitation, 53.54 In.
Wateryear
194319441945194619471948 1949195019511 QR9 J.*73£
19531954 195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 28Feb. 17Feb. 22Jan. 7Jan. 15Feb. 13 Jan. 5
(b)Jan. 31Dec. 14Feb. 21Jan . 20 Mar. 21Feb. 18Jan. 29Nov. 18Feb. 14Dec. 18
Peakdischarge
(cfs)
a4,4806,2005,000
10,4003,4508,600 6,6705,2505,4407,0004,9504,400
15,1006,9009,5109,5104,1408,280
Antecedentbase
discharge(cfs)
135212 '384124
69299 182230102208172136 520220242
2478
153
Directrunoff(in)
3.571.851.204.481.843.47 2.535.432.791.591.412.19 2.673.554.622.771.551.86
Associatedprecipitation
(in)
5.803.962.077.044.007.10 4.636.145.433.062.724.58 3.675.088.057.072.292.68
Stormduration(days)
211333 244112 245522
Antecedentprecipitation
(in)
5 -day0.281.731.841.60
.461.12
.551.01
.22
.85
.422.16 3.06
.582.23
.03
.321.45
30 -day5.923.924.932.775.675.03 5.97
11.685.44(c)7.686.68 9.99
10.294.383.244.736.13
Annualrunoff(in)
18.9421.4021.2414.7114.18 26.1933.1921.0925.5217.4317.27 23.4921.7419.2122.3411.9019.87
a Maximum during period December to September.b Jan. 31, Feb. 1.c Record Incomplete.Note.--Drainage area Includes 19 sq ml without surface drainage.
330 TEXAS
Aquilla Creek near Aqullla, Texas (8-0955) Lat 31°51', long 97°12'j drainage area, 509 sq ml; mean annual precipitation, 56.22 In.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 19Apr. 6Feb. 2Apr. 25Apr. 8May 2July 11Mar. 13Apr. 9May 11May 27Apr. 17June 12Apr. 22Dec. 19May 19May 19May 1Apr. 23May 3June 6Oct. 5
Peak discharge
(cfs)
9,8608,6908,560
16,0006,910
-14,7007,0608,4408,2603,5403,5808,690
12,00012,9004,6604,8507,5508,550
11,5006,1808,240
Antecedent base
discharge (cfs)
8.4.6
3983195.9
1727311.91.81.52.0
.5
.83.2
.1362.0
1815022
Direct runoff (in)
1.281.151.162.80
.434.081.48
.81
.69
.79
.40
.371.211.30
.92
.22
.39
.742.533.14
.951.06
Associated precipitation
(in)
4.294.872.815.542.147.881.022.711.583.232.511.662.594.473.35
.753.984.398.826.242.514.59
Storm duration (days)
2222232211122311235331
Antecedent precipitation
(in)
5 -day
0002.20002.7600
.05
.381.740000
.730
.142.49
.462.04
30-day
4.30.45
1.336.662.12
.676.661.971.281.822.331.754.222.968.164.562.131.204.194.915.643.52
Annual runoff (in)
_3.21
13.639.793.727.22
12.984.773.682.002.011.602.072.694.34
.491.41
.827.287.873.305.00
Big Sandy Creek near Bridgeport. Texas (8-0440) Lat 33°13', long 97°41' drainage area, 552 sq ml; mean annual precipitation, 50.99 In.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 26Mar. 28Jan. 9Aug. 17June 10Oct. 4May 10Feb. 28Mar. 15Jan. 5Dec. 11Dec. 7June 15Oct. 25June 4May 29May 16Oct. 26June 20May 3Apr. 26May 3June 23Oct. 4
Peak discharge
(cfs)
2,3307,000
6084,340
53,00023,0004,7803,680
12,0004,5305,3002,6602,1204,8404,750
675570
1,110521296
29,30010,10015,30020,900
Antecedent base
discharge (cfs)
2.33.000
235.1
114.4
359.68.12.32.005.22.61.7100
249175
50
Direct runoff
(in)
0.63.85.09.57
3.753.42
.51
.831.21
.82
.70
.24
.43
.70
.59
.10
.08
.22
.16
.063.011.321.293.06
Associated precipitation
(in)
4.355.081.502.154.456.263.472.911.412.704.952.882.664.083.101.211.581.922.573.096.624.164.099.00
Storm duration (days)
331215211131421111223322
Antecedent precipitation
(in)
5-day0
.0300
.5501.10
.03
.2000
.74000
.79
.941.88
.64
.262.451.88
.68
.32
30-day4.94
.471.211.042.701.151.533.043.82
.08
.192.966.17
.782.672.882.974.155.49
.783.813.762.492.21
Annual runoff (in)
1.602.36
.272.68
12.2013.743.241.927.405.933.171.061.406.022.053.90
.19
.64
.27
.099.303.381.734.88
TEXAS 331
Blanco River at Wimberley, Texas (8-1710) Lat 29°59', long 98°04'j drainage area, 364 sq mi; mean annual precipitation, 30.97 in.
Water year
19241925192619291930193119321933191419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 13Apr. 28Apr. 21May 28May 6July 18Mar. 5Aug. 29Apr. 19June 15July 1July 11Apr. 27Apr. 27Apr. 6June 7Sept. 8July 12May 26Dec. 4Mar. 12Nov. 3May 11Apr. 25Feb. 12June 13Sept. 11Aug. 31Oct. 25May 17May 2Apr. 24May 2Apr. 8Oct. 4
Peak discharge
(cfs)
al,60048
37^700113,000
10 , 40013,1001,690
5738,720
14,70029,6001,910
12,900_
2,37027,80013,1002,980
10,9005,3408,280
15,6002,850
21,700561
1,89095,0006,3201,4004,8001,360
62,60096,4002,600
40,100
Antecedent base
discharge (cfs)
2814844512539414
13220S
4S35
2651413
200302S
10065
14650148816157.5
1642115.1
408160
8140
Direct runoff
(in)
5.09.003
L.545.91.31.38.10.04.24
1.221.35
.05
.55
.06
.10
.51
.72
.09
.29
.29
.17
.54
.14
.54
.02
.083.96
.61
.03
.23
.201.282.00
.07
.87
Associated precipitation
(in)
2.07.33
6.587.972.303.332.40
.831.644.398.033.402.551.502.19
.716.645.693.862.821.354.021.824.071.881.63
15.788.83
.923.041.594.825.161.715.53
Storm duration (days)
22121132133211115211122121251322121
Antec precip
(in
5 -day00
.492.45
.68
.770
.01
.20
.04
.1001.0700
.331.8401.9300
.04
.801.56
.0100
.83
.341.13
.012.40
.140
.88
edent tat ion
30-day0.9202.835.001.393.762.71
.813.608.87
.10
.084.691.372.171.668.44
.535.485.182.452.282.263.991.794.3701.661.781.16
.235.271.70
.673.53
Annual runoff (in)
_0.625.467.011.906.641.94
.932.164.906.163.956.42
.73
.9812.213.333.375.846.843.836.33
.822.37
.97
.565.282.791.20
.64
.247.10
12.784.465.08
a Maximum for September 1924.
Brays Bayou at Houston. Texas (8-0750) Lat 29°42'06", long 95°24'06"j drainage area, 100 sq mi: mean annual precipitation, 45.65 In.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 10May 17July 12Feb. 17Sept. 24Oct. 31July 29Nov. 2Aug. 28Sept. 27Nov. 5Dec. 13Feb. 26Oct. 8Mar. 28Feb. 1May 18Nov. 18Feb. 4May 2Mar. 17Oct. 15Apr. 9June 26
Peak discharge
(cfs)
1,2704,5306,8001,3406,4604,5906,2808,1205,5903,8804,3601,4402,3405,340
7861,8503,5803,6803,3001,1804,6605,1007,760
12,600
Antecedent base
discharge (cfs)
812
.7
.637121.82.21.4
205.1
17434611
4.9627.86.6
1111111216
Direct runoff
(in)
0.442.134.19
.735.903.045.356.505.942.624.441.141.174.67
.70
.481.471.072.01
.401.171.551.934.41
Associated precipitation
(in)
1.794.485.442.778.214.05
11.097.817.764.445.203.291.906.273.783.731.972.933.992.593.787.235.07
12.00
Storm duration (days)
113231221434212221222233
Antecedent precipitation
(in)
5-day
0.49.70
00
.92
.53
.2700
.88
.25
.761.885.25
.01
.564.780001.47
.45
.260
30-day
3.029.11
.35
.986.315.843.41
.952.053.923.515.984.307.24
.85
.907.935.274.112.545.324.841.541.29
Annual runoff
(in)
3.4111.515.902.06
28.3918.3110.9426.3914.6423.3517.846.439.08
23.082.293.19
10.625.935.403.186.89
11.0215.4718.80
332 TEXAS
Cibolo Creek above Bracken. Texas (8-1845) Lat 29°40'30", long 98°23'00"
Water year
1946 1947 1948 1949 1950 1951
Data relative to annual peak discharges
Date
Sept. 27 Nov. 10 May 11 Apr. 28 Oct. 24
Peak discharge
(cfs)
468
6.6 0
Antecedent base
discharge (cfs)
0
0 0
Direct runoff
(in)
0.012
.001 0
Associated precipitation
(in)
1.09
2.98
Storm duration (days)
1
3
Antecedent precipitation
(in)
5-day
0.17
0
30-day
1.91
1.09
Annual runoff
(in)
0.012
.001 0
Note. Discharge not computed above 500 cfs. Much of the surface flow enters sink holes and caverns In Glen Rose limestone above station.
Cibolo Creek at Selma, Texas (8-1850) Lat 29°35'35", long 98°18'40"; drainage area, 280 sq mi; mean annual precipitation, 31.07 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Sept. 27Nov. 10July 5Apr. 29Oct. 24June 3Sept. 11Sept. 5Dec. 2May 19May 15May 27May 3Oct. 30Oct. 5
Peakdischarge
(cfs)
7,2404,900
37996
691,180
36,400189262
8.26.6
16,90049 , 200
3808,240
Antecedentbase
discharge(cfs)
000
.50000000000
22
Directrunoff
(in)
0.44.17(a).09.001.021
1.45.015.003
h(a)1.121.37
.081.17
Associatedprecipitation
(in)
6.85.68
1.591.573.191.29
10.235.11
.85
.80
.105.385.11
.303.78
Stormduration(days)
315131251122131
Antecedentprecipitation
(in)
5-day
0.011.011.042.580002.65
.04
.820
.01
.050
.03
30-day
9.712.424.237.081.304.4403.531.102.741.226.041.465.172.12
Annualrunoff(in)
0.58.20(a).13.001.021
1.48.017.003
IN(a)2.702.04
.145.52
a Runoff less than 0.001 ineft.
Clear Fork Trinity River near Aledo. Texas (8-0460) Lat 32°38'25", long 97°33'J drainage area. 246 sq ml; mean annual precipitation, 51.74 in.
Wateryear
1948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 25May 17Oct. 24June 3Apr. 22May 16Oct. 26May 19May 21May 25May 3June 23Oct. 4
Peakdischarge
(cfs)
8,45015,9004,6202,1701,8402,3301,2404,1702,390
34,0003,080
2316,250
Antecedentbase
discharge(cfs)
1919
5104.3
11.6.5
1.169
2740
67
Directrunoff
(in)
0.891.19
.49
.16
.13
.18
.11
.36
.353.50
.90
.03
.73
Associatedprecipitation
(in)
3.443.953.622.393.442.291.843.596.008.894.343.226.44
Stormduration(days)
3112421123522
Antecedentprecipitation
(in)
5-day
0.070
.69001.302.33
.8001.241.61
.395.81
30-day
1.553.493.103.772.173.204.842.85
.9813.684.402.39
L 6.38
Annualrunoff
(in)
2.324.355.641.43
.38
.37
.28
.91
.517.742.38
.242.44
TEXAS 333
Cypress Creek near Plttsburg. Texas (7-5445) Lat 33°01', long 94°53'j drainage area, 566 sq ml; mean annual precipitation, 43.41 In.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 2Mar. 30May 20Nov. 10May 12Jan. 27Feb. 13Feb. 19Apr. 23May 16Jan. 16Mar. 22Feb. 4Apr. 27Apr, 27Nov. 18Dec. 18
Peakdischarge
(cfs)
19,20058,50011,9005,300
14,1009,800
16,9004,280
16,60013,7003,1402,5501,1109,220
35,7003,2603,670
Antecedentbase
discharge(cfs)
53560550
20244197800331234
6764352877
146398235
Directrunoff
(in)
4.4610.471.942.092.572.053.331.722.693.64
.77
.68
.343.295.45
.53
.83
Associatedprecipitation
(in)
7.4211.072.369.085.704.985.443.794.466.812.183.443.577.298.06
.793.45
Stormduration(days)
32382325462327322
Antecedentprecipitation
(in)
5 -day
0.74
4.720
.611.02
.21000
.89
.07
.08
.42
.372.532.29
30-day
3.407.418.351.405.564.065.992.226.054.551.74
.972.103.943.453.612.35
Annualrunoff(in)
13.4230.5324.2412.4317.588.33
30.106.39
10.1210.015.993.442.49
11.3724.857.349.71
Cypress Creek near Westfleld. Texas (8-0690) Lat 30°02'10", long 95°25'40"; drainage area, 262 sq ml; mean annual precipitation, 40.68 In.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 31May 22Nov. 6Dec, 17Feb, 28Oct. 8Sept. 24Apr. 12May 18July 30Feb. 6Jan. 22Apr. 30Oct. 15Apr. 11June 28
Peakdischarge
(cfs)
10,7005,2606,250
4241,580
22,100 9765,2705,700
10,6002,800
5892,9207,4404,240
10,600
Antecedentbase
discharge(cfs)
3.1360
265310323240
46001.32
7686
.63.2
Directrunoff
(in)
4.092.222.31
.17
.884.00
.181.431.171.63
.97
.09
.991.442.455.24
Associatedprecipitation
(in)
11.624.323.87
.112.666.271.24
.821.645.704.123.414.766.106.98
11.42
Stormduration(days)
2112123222242232
Antecedentprecipitation
(in)
5 -day
0.021.48
.161.031.472.86
.21
.495.230001.32
.140
.68
30-day
0.945.403.695.853.796.146.492.69
13.631.313.0203.445.661.402.48
Annualrunoff(in)
17.9617.7315.931.374.99
is! 95.77
4.507.863.232.13
.392.678.396.94
12.75
334 TEXAS
East Fork San Jacinto River near Cleveland, Texas (8-0700)Lat 30°20', long 95°07" drainage area. 550 sq mi; mean annual precipitation. 46.78 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 12Nov. 24Nov. 1Dec. 28Feb. 1Apr. 2May 16Nov. 6Apr. 27Feb. 27June 4Mar. 29Apr. 25Apr. 30July 31Feb. 7Feb. 10Apr . 30Nov. 24Apr. 19June 28
Peak discharge
(cfs)
3,63059,00018,9007,4502,240
38,00011,00028,0001,0609,660
14,700819
2,48013,400
8356,2001,0704,080
12,50020,6007,960
Antecedent base
discharge (cfs)
232072
122100
9150454865
133297441
7463138
410273
13
Direct runoff (in)
0.7710.233.621.15
.816.382.086.07
.431.942.17
.24
.852.47
.261.78
.241.282.362.571.83
Associated precipitation
(in)
5.4212.824.952.873.286.595.289.353.084.845.203.573.535.096.994.472.035.464.123.577.96
Storm duration (days)
122142333223111225322
Antec precipi
(in
5-day
0.010
.261.300
.17
.28
.050
.36
.58
.0801.56
.0501.061.161.081.880
edent tation
30 -day
3.446.625.042.755.473.602.944.981.753.104.95
.943.752.48
.933.245.304.894.126.501.87
Annual runoff (in)
3.9730.1515.00
7.077.22
19.1015.1517.992.878.03
17.961.423.558.302.073.891.334.12
12.928.228.28
Guadalupe River at Hunt, Texas (8-1655) Lat 30°03", long 99°19 ! ; drainage area, 261 sq mi; mean annual precipitation, 29.17 in.
Water year
1942 1943 1944 1945 1946 1947 1948 1949
Data relative to annual peak discharges
Date
May 7 Oct. 17 May 25 Jan. 18 Oct. 10 Nov. 3 July 5 Feb. 25
Peak discharge
(cfs)
355
179
Antecedent base
discharge (cfs)
44
35
26
Direct runoff (in)
0.07
.07
.03
Associated precipitation
(in)
3.65
2.56
1.32
Storm duration (days)
2
2
4
Antecedent precipitation
(in)
5-day
1.72
.01
1.29
30 -day
3.28
.92
3.68
Annual runoff
(in)
2.14
2.10
1.64
Hords Creek at Coleman. Texas (8-1420) Lat 31°51', long 99°26'j drainage area, 107 sq mi5 mean annual precipitation, 27.46 in.
Wateryear
194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
June 26Apr. 7Oct. 17May 1July 2May 15Nov. 2July 3May 8Oct. 24May 22May 17May 15Apr. 11July 18
Peakdischarge
(cfs)
10,6006,4704,420
4337,0301,240
7402,3705,350
5238,6401,890
7801,7601,890
Antecedentbase
discharge(cfs)
_-_--
000
.2000000
Directrunoff
(in)
_-_--
0.06.07.05.19.04.33.08.03.12.07
Associatedprecipitation
(in)
_- --
3.962.441.471.924.373.311.501.203.372.38
Note. Flow largely regulated since April 1948 by
Stormduration(days)
_-_--1121212312
Antecedentprecipitation
(in
5-day_-_--
0.060
.431.20
.41
.0501.120
.73
30 -day
_- --
2.26.67
1.516.981.142.023.102.77
.131.56
Annualrunoff(in)
4.202.18
.62
.172.58
.30
.24
.43
.85
.091.62
.19
.26
.58
.67fiords Creek Reservoir
(capacity, 25,310 acre-ft at top of emergency spillway; drainage area, 48 sq mi).
TEXAS 335
Johnson Creek near Ingram, Texas (8-1660) Lat 30°05', Ions 99°16';drainage area, 115 sq mij mean annual precipitation, 29.03 in.
Wateryear
194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Oct. 4Oct. 18May 25Jan . 1 8Oct. 5June 23May 11Apr. 24June 1June 3June 5Apr. 1
Peakdischarge
(cfs)
1,380864448
1,24049
16,200540
2,91030
2,2206,420
51
Antecedentbase
discharge(cfs)
168
129.78.6
159.7
116.34.93.67.3
Directrunoff
(in)
0.09.14.08.11.01.61.05.16.01.09.21.01
Associatedprecipitation
(in)
2.583.713.872.701.284.722.062.601.281.712.00
.66
Stormduration(days)
322232122122
Antecedentprecipitation
(in)
5 -day
0.021.691.89
.01
.26
.34
.02
.74
.5100
.06
30-day
5.563.145.481.003.74
.553.251.822.934.384.451.61
Annualrunoff
(in)
2.021.661.321.54
.993.371.361.64
.99
.881.11
.82
Llmpla Creek near Fort Davls. Texas (8-4520) Lat 30°46', long 105°45"; drainage area, 505 sq ml; mean annual precipitation, 17.96 in.
Water year
19251927 1928 1929 1950 1951 1952
Data relative to annual peak discharges
Date
Aug. 11Sept. 18 Aug. 26 July 28 July 25 August Aug. 50
Peak discharge
(cfs)
^,250685
5,420 858 790 925
14,200
Antecedent base
discharge (cfs)
00
15 0 0
Direct runoff (in)
0.05.01 .14 .01 .01
Associated precipitation
(in)
1.61.51
1.99 2.74
.59
Storm duration (days)
12 2 52
Antecedent precipitation
(in)
5-day
l.fil.28 .10
0 .86
30 -day
3. 371.52 4.06
.51 1.46
Annual runoff (in)
_0.04
.44
.05
.06
.10
Mountain Creek near Grand Prairie. Texas (8-0500) Lat 52°45', long 96°59'j drainage area, 275 sq mlj mean annual"preclpitatlon, 54.57 in.
Wateryear
192519261927192819*291950195119521955
Data relative to annual peak discharges
Date
May 9Apr. 22Mar. 8Oct. 2Dec. 17May 13Mar. 51Jan. 25Mar. 6
Peakdischarge
(cfs)
5,5005,1105,0505,000
35,90018,8005,7006,5005,700
Antecedentbase
discharge(cfs)
0.15.60
.49.1
145.1
2056
Directrunoff(in)
1.06.52.45.69
2.141.85
.521.10
.68
Associatedprecipitation
(in)
5.472.621.455.851.955.072.152.441.39
Stormduration(days)
411154511
Antecedentprecipitation
(in)
5 -day
0.02.02.95
2.201.0101.080
30 -day
2.785.062.515.675.814.641.675.262.25
Annualrunoff(in)
1.162.311.575.255.944.562.146.94-
336 TEXAS
Mud Creek near Jacksonville. Texas (8-0345) Lat 31°58'40", long 95°09'40"5 drainage area, 582 sq ml; mean annual precipitation, 45.10 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 18Aug. 29Nov. 23Apr. 10Dec. 31May 3Apr. 2May 13May 17May 14Apr. 11Feb. 14Mar. 28Feb. 15May 17May 14Mar. 23May 2May 1May 1May 3Mar. 3
Peak discharge
(cfs)
al,6802,240
14,2005,0001,220
23 , 4008,8905,6807,7003,5101,6904,120
8613,8506,9503,9403,2007,8707,0408,550
16,8003,940
a Maximum during perioc
Antecedent base
discharge (cfs)
273.4
47126
66210867202170
95142255
9813411358
15524
. 41159136848
Direct runoff (in)
0.27.52
4.021.29
.464.562.451.151.44
.86
.311.22
.16
.723.471.30
.751.594.333.002.91
.66
Associated precipitation
(in)
4.072.799.815.072.759.026.352.973.223.201.514.052.362.318.734.662.847.60
15.487.936.911.82
Storm duration (days)
113223421124226322
10722
Antecedent precipitation
(in)
5-day
0.02000
.58
.02
.75
.49
.01
.950
.200000
.080
.17
.800
.43
30-day
2.003.534.75
.751.321.607.004.031.585.283.565.841.952.815.504.182.331.152.753.286.114.66
Annual runoff (in)
_2.27
16.3912.094.41
17.2320.3621.5318.849.584.819.852.916.558.404.066.143.429.61
15.2310.969.58
May to September.
Plum Creek near Luling. Texas (8-1750) Lat 29°42', long 97 0 37'; drainage area, 556 sq mi} mean annual precipitation, 32.53 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 11Jan. 5July 31Mar. 2May 5July 1June 4Apr. 18July 12June 30Apr. 24July 5Oct. 19May 27Jan. 19Mar. 13Aug. 26May 27Apr. 26June 3June 4June 6Apr. 29Dec. 3May 19Apr. 24Apr. 27Feb. 22Apr. 12Apr. 29
Peak discharge
(cfs)
3,5803,9803,3702,8804,060
78,5004,820
12,000707
11,00010,80037,0002,3103,7006,350
19,60020,0001,3807,500
19,00015,5002,950
32,5002,8501,3602,620
15,00019,6004,620
31,600
Antecedent base
discharge (cfs)
7.05.64.1
146.39.0
11191.72.0
193.2
261227246.94.9
189.04.12.04.08.2
.7
.89.9
23175.6
Direct runoff
(in)
0.40.83.47.30.82
5.41.69.86.05.99
1.982.31
.38
.47
.791.401.72
.181.361.651.11
.311.99
.22
.21
.132.651.31
.632.43
Associated precipitation
(in)
1.525.244.992.003.317.563.781.974.465.821.909.711.451.932.451.393.62
.772.783.524.722.013.652.003.02
.827.535.434.585.62
Storm duration (days)
123232232234221222321111328245
Antecedent precipitation
(in)
5 -day
0.02.92.02.58.33
2.3500
.01
.1701.351.5500
.3302.252.36001.6801.05
.031.74
.04
.010
30 -day
0.924.041.182.781.851.332.502.54
.803.382.491.513.586.232.222.62
.913.545.083.752.544.073.36
.621.06
.144.911.95
.58
.69
Annual runoff
(in)
3.733.321.101.665.858.752.514.20
.361.369.744.041.733.775.505.636.31
.532.883.761.55
.773.30
.90
.57
.284.925.031.935.42
TEXAS 337
Spring Creek near Spring, Texas (8-0685) Lat 30° 06' 35" , long 95°26'10"jc
Wateryear
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
raimge area r 400 so mi: mean annual precipitation. 45.99 in.Data relative to annual peak discharges
Date
June 3June 12Nov. 25Apr. 9July 30Map 19Aug. 30May 21Nov. 6Mar. 3Apr. 24June 4Sept. 24Apr. 14May 20Dec. 22Feb. 8Feb. 11May 1Jan. 22Apr. 20June 27
Peakdischarge
tr*fd\\CIS)
B838b3,42042,70014,2008,000
b5,260b36,100
12,20010,0001,4303,850
19,300407
4,1308,7601,4003,570
4084,6005,2606,720
20,700
Antecedentbase
discharge(cfs)
24161840196917
21033
1115068152279
102221943
146260
18
Directrunoff
(in)
0.22.69
6,782.351.741,363.732.082.27
,19,92
2,85,04.96
2.75.31.82.09
1.091.191.113.07
Associatedprecipitation
(in)
3,263.88
16.156.096,053.528.933.128,22
.244,186.141.984.636.231.934,261.905,163,531.88
11.14
Stormduration(days)
4122242121424261214222
Antecedentprecipitation
(in
5-day
0.26000
,14,19.30
1.74.20
00
.711.5100
.340
.78,50
02.26
,05
30 -day
2,023.567.41
.231.661.982.895.624.332.384.745.733.891.378.924.503.184.764.424.527.31
.37
Annualrunoff
(in)
_1.88
27.788.235.497.56
17.5114.4213.302.174.83
13,64.06
3.175.292.001.90
.472.247.785.979.49
a Maximum b Maximum
during period observed.
May to September.
Whlteoak Bayou at Houston. Texas (8-0745) Lat 29°46'31", long 95°23'54"j drainage area, 92.0 sq mi; mean annual precipitation, 45.37 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 23May 7July 13June 11Sept. 24July 6July 29Nov. 2Aug. 28May 20Nov. 6Dec. 13Apr. 23Oct. 8Mar. 27Feb. 1May 18July 31Feb. 6July 10Mar. 17Oct. 15Aug. 26June 26
Peak discharge
(cfs)
8873,5701,980
6325,1004,4003,6608,6004,3303,6604,120
5341,9203,650
714835
1,9203,8901,6901,3203,0605,3204,5104,380
Antecedent base
discharge (cfs)
1.32.40
.610113.11.7
.692.723.9
231.72.6
10.8
2.91.63.93.6
135.8
Direct runoff
(in)
0.233.441.68
.594.574.993.714.483.993.225.46
.581.793.49
.56
.631.582.711.54
.11
.902.752.182.45
Associated precipitation
(in)
0.777.618.271.332.888.74
12.1910.839.524.546.832.604.906.134,823,992,948,174.801.613.737.835.85
10.92
Storm duration (days)
122123321133412122322342
Antec precipi
(in
5-day0.02
.201.03
.620
.20
.15002.37
.03
.7005.370
.823.96
.0700
.53
.371.550
edent tation
30 -day2.702.321.372.654.784.891.411.311.924.032.215.964.198.16
.671.09
10.371.213.723.113.935.128.28
.35
Annual runoff (in)
3.629.793.831.65
28.6115.349.83
23.3717.1221.8216.823.656.65
18.981.612.718.435.693.321.935.39
10.2614.8412.86
338 UTAH
Ash Creek near New Harmony. Utah (9-4065) Lat 37°25', long 113°12'5 drainage area. 146 sq ml? mean annual precipitation, 18.29 In.
Wateryear
193919401941194219431944194519461947
Data relative to annual peak discharges
Date
Sept. 12Sept. 28Mar. 1Oct. 20Aug. 17Mar. 13AUK. 2Aug. 23Nov. 14
Peakdischarge
(cfs)
a761..5001,400
495985385
1.440290
1.430
Antecedentbase
discharge(cfs)
11
1523
18103.5
Directrunoff
(in)
0.04.06.28.01.02
b.16.02.01.16
Associatedprecipitation
(in)
0.93.56
3.331.36
.80(b)
1.16.20
1.96
Stormduration(days)
21421
14112
Antecedentprecipitation
(in)
5-day
1.140
.650
.29-.27.71.49
30-day
1.232.002.882.052.80-.87
1.546.13
Annualrunoff
(in)
_0.312.151.01
.681.28
.96
.181.34
a Maximum daily discharge January to September.b Seasonal snowmelt rise.Note. Diversions above station for irrigation.
VERMONT
East Branch Passumpslc River near East Haven., Vt. (1A-1330) Lat 44°38'02", long 71°53'53"; drainage area, 53.8 sq mi; mean annual precipitation, 58.94 in.
Wateryear
194019411942194319441945194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 28Apr. 15June 15May 12May 5Mar. 29June 20Apr. 20Dec. 5June 1Mar. 27Apr. 23Apr. 15Apr . 30Apr. 21Apr. 22Apr. 19Apr. 18
Peakdischarge
(cfs)
2,180975
1,6101,220
9601,390
8251,9701,7201,7901,3802,0001,440
920764
1,260692
2,200
Antecedentbase
discharge(cfs)
1627953
235240153
27125
94102
84195167115100109196156
Directrunoff
(in)
0.77al.72
.97a. 85
al.16a2.59
.69a2.27
.90
.91a2.74a2.45b2.60bl.41bl.55b4.11bl.40b2.98
Associatedprecipitation
(in)
1.02.50
4.16.35.18.31
2.661.752.012.671.401.15
.46
.99
.39
.98
.16
.96
Stormduration(days)
161211321
-13123
1015
35
Antecedentprecipitation
(in)
5-day0.0400
.410
.160
.12
.54
.24
.421.720
.41
.31
.46
.04
.17
30-day4.581.143.213.952.791.751.962.444.783.722.845,361.872.251.681.601.012.47
Annualrunoff(in)
24.1419.1926.2826.8722.6730.8820.5525.3726.7326.4723.9732.1929.1722.9221.2628.0223.6332.90
a Direct runoff increased by ice and/or snowmelt. b Runoff probably increased by snowmelt.
VERMONT 339
South Branch Waits River near Bradford, Vt. (1A-1400) Lat 44°01'05", long 72"12"30"; drainage area 42.7 sq mi; mean annual precipitation, 35.99 in.
Wateryear
194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
Date
May 3July 28June 15May 12May 8Apr. 26Mar. 9June 3Apr. 1Dec. 30Apr. 20Mar. 31
Peakdischarge
(cfs)
al , 300470
1,020521878
1,5601,2002,300
970700979974
Antecedentbase
discharge(cfs)
103792984
155663492
12313
16053
Directrunoff
(in)
bl.29.28.52.39.38
1.03bl.431.50b.94
.72bl.261.41
Associatedprecipitation
(in)
1.792.534.091.36
.623.701.093.77
.572.381.001.60
Stormduration(days)
212113312222
Antecedentprecipitation
(in
5 -day
0.05.08.75
0.12
01.18
.4100
.43
30-day
2.924.224.183.463.211.802.325.032.31
.512.062.92
Annualrunoff(in)
20.0413.7819.6922.1819.4724.7726.3429.4316.1714.5518.8622.18
a Maximum durinj b Direct runoff
period April to increased by ice
September, and/or snowmelt.
White River near Bethel, Vt. (lA-1420) Lat 43°48'45", long 72°39'25"; drainage area; 241 sq mi; mean annual precipitation, 39.54 in.
Wateryear
1931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955
Data relative to annual peak discharges
Date
June 9Apr. 12Apr. 18Apr. 12Jan . 10Mar. 18May 15Sept. 21Apr. 22May 20Apr. 15Apr. 8Apr. 26Apr. 10June 26Oct. 2June 3Mar. 22Dec. 31Apr. 5Nov. 26June 1Mar. 27Apr. 11Apr. 15
Peakdischarge
(cfs)
a2,4405,570
12,2007,600
11,00016,10013,00032,200c6,15012,4005,6206,3505,0708,9307,650
13,70020,20010,30019,9008,470
10,30015,70017,6007,8308,440
Antecedentbase
discharge(cfs)
240895750
1,170120310812733595550285450540652369500705
1,10080
990316622750650865
Directrunoff(in)
0.55.82
b3.12bl.66
2.31b5.43
2.113.17
b3.221.48
b2.94bl.88bl.71
1.871.011.652.25
b2.933.59
bl.741.181.42
b4.48bl.03b2.17
Associatedprecipitation
(in)
1.981.191.551.772.382.112.904.441.502.09
.241.36
.592.092.482.734.021.474.85
.892.443.152.87
.66
.47
Stormduration(days)
4221232342431313132211411
Antecedentprecipitation
(in
5-day
0.68.20
1.48.01
01.46
.062.63
.482.460
.02
.400
.662.481.16
.180
.641.21
.10
.33
.200
30-day
4.323.434.081.312.372.432.095.553.424.98
.434.351.723.133.748.584.822.201.062.692.634.194.053.632.52
Annualrunoff(in)
_24.6226.8121.7425.9933.1834.4330.7729.0226.0618.3221.6429.8725.6133.7732.4036.3022.5523.4424.3229.1932.5027.3930.1028.27
a Maximum discharge during period June toSeptember.b Direct runoff increased by ice and/or snowmelt.c Peak discharge also occurred on Apr. 20, 1939, at 1
770-960 O-65 23
340 VIRGINIA
Buffalo River near Norwood. Va. (2A-0280) Lat 37°38', long 78°53'j drainage area, 560 sq mij mean annual precipitation, 45.98 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 16Dec. 29May 16Oct. 15Sept. 19Sept. 18Dec. 6June 14Aug. 4Mar. 23Sept. 10June 13Mar. 11Mar. 24Dec. 14Aug. 18Apr. 16Feb. 26Apr. 22Dec. 29May 8
Peak discharge
(cfs)
25,6004,220
13,50033,50033,50012,8002,2603,810
14, 60023,20011,9008,1707,7706,2703,490
17,6002,1104,5403,8103,0906,270
Antecedent base
discharge (cfs)
162260129281106334473172168562118702414810550554355418562100325
Direct runoff
(in)
4.97.60
1.054.002.171.21
.32-.37
1.771.43
.861.08
.70
.98
.511.59
.221.03
.53
.38
.77
Associated precipitation
(in)
9.492.654.138.126.834.451.703.465.712.825.362.692.432.921.814.571.413.072.994.033.28
Storm duration (days)
4313222242421221131I1
Antec precipi
(in
5-day
1.090
.0602.552.120
.38
.601.04
.111.550
.482.203.08
.320000
edent tation
30 -day
5.031.92
.854.043.984.184.383.295.002.342.465.552.193.383.916.522.974.414.761.491.35
Annual runoff (in)
_12.7515.3925.3814.1715.5517.1713.8822.9833.5316.0719.7623.1519.5610.8520.997.65
16.5019.1211.1422.60
Calfpasture River above Mill Creek, at Goshen, Va. (2A-0205) Lat 37°59'15", long 79"29"40" ; drainage area, 147 sq mi; mean annual precipitation, 44.18 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 4May 31Apr. 5May 16Oct. 16May 7Sept. 18Jan. 8Mar. 14Feb. 14June 18Sept. 10Dec. 8Mar. 11Feb. 21Mar. 1Oct. 16Mar. 14Apr. 5Dec. 26June 2May 8
Peak discharge
(cfs)
4,9007,0102,300
10,2006,1203,1103,9102,9203,5003,910
14,8007,240
10,2005,0809,080
10,9006,4801,5207,8402,2806,1205,600
Antecedent base
discharge (cfs)
478402106
1831
1034.5
2202870238.7
640164182130
5.1118
8592
14237
Direct runoff (in)
0.981.54
.791.691.44
.901.101.021.321.102.851.341.59
.981.681.80
.94
.602.18
.611.361.28
Associated precipitation
(in)
1.372.581.673.534.021.745.811.471.03
.465.164.221.071.751.681.685.121.603.131.382.912.67
Storm duration (days)
2321324211232111234121
Antecedent precipitation
(in)
5 -day
1.603.03
.44
.0600
.070
.050' .49
.801.17
.041.14
.080
.68001.110
30 -day
3.173.582.13
.593.662.162.172.121.812.183.233.972.912.032.471.572.042.051.301.953.31
.76
Annual runoff (in)
13.4818.538.86
13.7220.8610.0610.4913.319.94
15.2727.1016.2620.7716.2113.9412.4817.116.07
13.5515.999.34
18.58
VIRGINIA 341
Cedar Creek near Winchester, Va. (IB-6345) Lat 39°04'50", long 78°14'45"j drainage area, 101 sq mi; mean annual precipitation, 57.46 in.
Water year
1937193819391940194119421943194419451946194719481949195019511952195319541955195619561957195819591960
Data relative to annual peak discharges
Date
Aug. 26Oct. 28Feb. 3June 12Apr. 5May 22Oct. 15May 7Sept. 18June 2May 18Apr . 14Dec . 30May 18May 11Apr. 28Nov. 21Mar. 1Aug. 18Mar. 14Apr. 7Apr. 5Mar. 27June 2May 8
Peak discharge
(cfs)
2,8903,6603,2502,9802,5302,950
22,0001,6804,2902,230
5261,2401,7501,2705,4703,1702,8204,340
11,1001,2601,2601,6501,0403,5402,030
Antecedent base
discharge {cfs)
37118230
757142107870594582808978
1101744
106439871
2486440
Direct runoff (in)
1.011.50
.74
.83
.571.107.55
.522.01
.60
.11
.69
.55
.24
.872.64
.95
.922.91
.44
.59
.67
.51
.86
.64
Associated precipitation
(in)
4.952.991.533.071.433.679.441.943.622.50
.262.581.46
.852.415.134.772.404.301.951.512.17
.982.*702.59
Storm duration (days)
2224133111121214212422322
Antecedent precipitation
(in)
5-day
5.04.81
1.56.23.01
1.11001.32
.45
.34
.1501.10
.280
.47
.284.36
.33
.20
.30
.762.190
30-day
7.415.442.533.591.732.181.942.485.604.343.652.023.713.483.033.29
.731.695.091.663.451.983.124.15
.21
Annual runoff (in)
_9.959.85
12.989.327.66
22.368.09
12.8211.324.878.65
16.2510.3318.8414.9315.77
6.3417.467.397.397.59
12.435.81
13.62
Chestnut Creek at Galax, Va. (3A-1650) Lat 36°38'45", long 80°55'10" drainage area, 39 sq mi; mean annual precipitation, 33.25 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 20 'Jan. 7June 14Oct. 17June 17July 28Dec. 7Mar. 11Mar. 23Mar. 1Apr. 14Sept. 27Apr. 5Dec. 21Sept. 30Feb. 5
Peakdischarge
(cfs)
1,560502
1,1206,9802,540
8103,3002,540
7802,3001,2801,5601,5001,1004,1001,140
Antecedentbase
discharge(cfs)
347240616940616476574715
128702962
Directrunoff
(in)
0.75.86
1.101.891.61
.361.14
.87
.721.041.021.211.24
.532.23
.54
Associatedprecipitation
(in)
3.372.324.973.433.761.612.712.203.502.913.567.082.781.847.151.94
Stormduration(days) .
1311321122421121
Antecedentprecipitation
(in)
5-day0
.04
.89
.190
.222.050
.380
.16
.121.6300
.81
30-day4.752.024.674.561.924.012.942.185.172.853.422.772.794.264.731.91
Annualrunoff(in)
22.1827.0620.8629.7934.2023.7723.6223.5220.9216.4518.2713.4426.1527.4018.7628.95
Note. High-water rating subject to revision.
770-960 O-65-24
342 VIRGINIA
Chlckahomlny River near Providence Forge, Va. (2A-0425) Lat 37°26'10", long 77"05'40"; drainage area, 249 sq mi; mean annual precipitation, 57.54 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 4Feb. 8Mar. 7July 21Dec. 31Apr. 21May 26June 30Nov. 5Mar. 26May 1Nov. 25Jan. 29Aug. 15Oct. 20Nov. 4Dec. 25Aug. 12Sept. 13
Peak discharge
(cfs)
7601,0801,0805,7501,620
9401,3201,3201,820
5751,5901,820
7677,7101,1801,7001,8201,5902,500
Antecedent base
discharge (cfs)
114524411
43297205113
3636
287190140216
20156379568157109
Direct runoff
(in)
0.81.81
1.883.931.301.01
.48
.591.41
.681.411.33
.845.84
.62
.621.00
.491.06
Associated precipitation
(in)
2.481.403.76
10.472.601.881.903.385.961.194.084.642.15
13.912.103.253.061.494.00
Storm duration (days)
12
105742252422622622
Antecedent precipitation
(in)
5 -day
0.11.63.20
0.19.31
0.13.64
01.121.090
.551.20
.02
.05
.26
30 -day
2.673.203.113.813.721.393.651.11
.872.842.862.041.587.135.635.155.776.283.35
Annual runoff (in)
-11.9111.6716.5319.7311.0519.6016.3211.36
7.8215.7812.657.16
13.2212.8016.1126.3014.7321.40
Cralg greek at Parr, Va. (2A-0180) Lat 37°39'55", long 79°54'40"; drainage areaT 331 sq mi; mean annual precipitation, 38.60 in.
Water year
19261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 19Dec. 26Aug. 17Feb. 27Oct. 22Aug. 23May 1Oct. 18Mar. 28Jan. 23Mar. 18Jan. 20Oct. 20Jan. 31Aug. 15July 8May 16Apr. 20Feb. 18Sept. 18Jan. 8Jan. 21Nov. 3Dec. 4May 3Dec. 8Mar. 11Mar. 24Mar. 1Mar. 7Apr. 16Apr. 5May 6Apr. 13Oct. 1
Peak discharge
(cfs)
5,82011,20016,9004,6507,6902,7003,3806,8407,690
19,10013,9807,4009,0005,330
15,20012,30012,3007,0304,9505,4305,5905,1109,510
11,6006,710
10,2007,5109,680
12,00010,1004,2809,5505,1204,8606,620
Antecedent base
discharge (cfs)
94530124394
7861
19474
464485303681115290
64472
70290
7556
438732415988206148504642242640558310797330
30
Direct runoff
(in)
0.921.332.381.421.11
.49
.441.101.172.372.171.991.22
.773.142.381.441.03
.77
.691.15
.631.141.551.181.051.08-1.391.273.22
.652.151.44
.84
.80
Associated precipitation
(in)
1.182.285.571.433.884.121.645.772.102.713.413.083.081.239.565.564.322.532.723.471.621.411.932.322.961.721.692.303.515.581.483.532.492.235.91
Storm duration (days)
12132312121321342242421241111828532
Antec precipi
(in
5-day
01.422.432.360
.19
.27
.011.29
.77
.21
.83
.72
.25
.501.58
.02
.19
.682.68
.481.84
.351.98
.761.070
.340
.84
.33
.11
.6500
edent tat ion
30 -day
1.873.614.042.535.244.512.733.614.792.741.735.223.872.423.615.30
.802.431.295.613.355.647.735.81
.962.072.384.191.413.162.361.244.232.142.93
Annual runoff (in)
10.6119.8321.0515.4111.919.38
12.3619.1210.0123.8821.1717.7020.5611.4917.3610.0413.4217.9210.1811.5313.8711.1620.8026.5115.7117.9616.5215.528.35
17.208.43
17.9721.938.90
19.95
VIRGINIA 343
Goose Creek near Huddleston, Va. (2A-0595) Lat 37°10', long 79°32' area, 187 sq mi; mean annual precipitation t 49.72 in.drainage
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 22Mar. 6Oct. 17Mar. 27Sept. 5Jan. 3Oct. 17Oct. 19Aug. 18Aug. 14June 2Aug. 8May 26Sept. 8Oct. 20Feb. 10Aug. 23Aug. 4Mar. 23May 31Feb. 7Aug. 31Feb. 21Jan. 22Oct. 15Sept. 2 7May 19Mar. 27Sept. 30
.Feb. 19
Peak discharge
(cfs)
3,6103,7308,9803,6108,3505,7305,040
20,30014,10014,4002,620
11,0005,3807,9906,6303,6903,5809,000
17,60019,2003,740
11,9003,1502,350
16,0002,2006,4204,0802,6002,730
Antecedent base
discharge {cfs)
495935
15643
12038
140104866152
1503789
17067
118186148133101186138
252391
18434
265
Direct runoff
(in)
0.39.44
1.19.43
1.201.10
.501.641.273.24
.141.14
.47
.91
.89
.41
.261.211.261.47
.50
.98
.29
.251.42
.22
.40
.64
.45
.47
Associated precipitation
(in)
3.872.555.751.665.872.753.744.685.649.212.487.303.236.222.791.803.214.733.163.801.593.771.492.056.203.911.822.324.141.06
Storm duration (days)
232332212234321111121222122322
Antec precipi
(in
5-day0.39
.0101.610
.480
.68
.32
.850
.06
.921.690
.28
.331.75
.75
.32
.12
.73
.961.22
.02
.10
.15
.2101.20
edent tation
30 -day4.001.402.384.923.062.632.615.395.715.03
.471.842.322.243.662.274.614.121.625.901.72
11.053.662.501.711.341.043.163.034.58
Annual runoff (in)
6.026.78
13.707.15
17.1418.7216.1218.7212.9614.889.04
11.3814.2710.6611.7612.9410.4017.9623.4715.2013.6916.9811.336.98
14.325.87
13.4815.848.47
13.75
344 VIRGINIA
Goose Creek near Leesburg, Va. (IB-6440) Lat 39°01'10", long 77°34H ____drainage area, 558 sq mi; mean annual precipitation, 55.6 in.
Water year
1910191119121930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 18Sept. 6Sept. 24Mar. 8Jan. 6May 13Aug. 24Sept. 16Dec. 1Mar. 17Aug. 26Oct. 28Feb. 4Feb. 19Apr. 15Aug. 9Oct. 16Jan. 4Sept. 18May 27Aug. 4Feb. 14Dec. 30May 17Dec. 4Apr. 28Nov. 22Apr. 28Aug. 19July 21Nov. 1Jan. 14June 3Apr. 5
Peak discharge
(cfs)
3,5601,150
10,0004,8001,3009,650
17,0003,4107,0106,010
45,00012,8004,6604,4504,5903,560
45,0004,820
18,5007,4404,2205,1705,7006,880
20,80011,7008,8402,3208,320
,32,8004,2209,2806,600b,880
Antecedent base
discharge (cfs)
102405405206
7190
8065
106750
64812
1,000254225
58110.51105298
2873
400345295400
53235390
9242213889
544
Direct runoff
(in)
0.71.29
1.68.46.10
1.731.45
.28
.83
.753.611.07
.46
.55
.56
.556.04
.472.31
.76
.18
.49
.72
.621.742.931.22
.241.162.91
.46
.81
.69
.99
Associated precipitation
(in)
0.39.02
6.502.221.655.606.312.374.562.316.692.101.901.61
.174.17
12.451.875.092.682.56
.141.822.233.115.345.201.034.397.321.811.872.762.69
Storm duration (days)
1121232122321122322211221441234222
Antecedent precipitation
(in)
5 -day
1.3301.22000
.692.10
.86
.71
.521.102.03
.20
.741.410
.85
.46
.41
.89001.4700
.51
.827.33
.441.2900
.22
30-day
2.856:964.351.562.653.483.426.431.203.751.068.733.23
.862.957.614.921.303.515.184.532.224.303.903.693.051.053.388.486.923.673.012.501.41
Annual runoff
(in)
9.58_
21.39_
2.228.29
20.777.21
14.0514.3518.8312.3910.649.968.987.25
20.106.52
13.9714.647.01
11.3818.5010.7918.6215.8816.374.77
10.6112.4210.4716.615.23
11.47
Hardware River below Briery Run, near Scottsville, Va. (2A-0300) Lat 37"48'45"; long 78"27"20"j drainage area, 116 sq mi; mean annual pre cipitation, 46.49 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 11Aug. 16Apr. 5Aug. 9Oct. 15Sept. 19Sept. 18May 18June 14Apr. 1Aug. 15Sept. 11June 10Mar. 11Nov. 20Mar. 1Aug. 18July 21Apr. 6Mar. 31June 3Oct. 1
Peak discharge
(cfs)
1,3704,2501,7401,8804,250
23,0001,600
9131,0805,200
11,1001,6603,2003,4002,4402,6606,800
6221,5201,3402 -,0105,760
Antecedent base
discharge (cfs)
16450
11515595651
12242
1905730
145130
9046
19013
141258
5033
Direct runoff
(in)
0.492.58
.56
.861.925.70
.62
.25
.301.221.97
.54
.492.42
.91
.502.06
.12
.45
.36
.64
.92
Associated precipitation
(in)
1.426.682.088.088.114.74.45
.883.832.776.454.951.652.553.342.344.513.521.681.493.814.68
Storm duration (days)
2324412221321121122122
Antecedent precipitation
(in)
5-day
0.28.26.80.03
02.671.87
.80
.30
.640
.602.4901.66
.044.88
.631.541.68
.950
30-day
4.134.632.562.844.624.883.404.993.614.572.822.984.292.002.271.448.112.623.083.552.304.36
Annual runoff (in)
13.1314.8411.177.79
16.0514.9511.6714.5010.8717.1227.5813.5116.8525.4815.646.38
13.695.46
10.0614.508.97
16.90
VIRGINIA 345
Hudson Creek near Boswells Tavern, Va. (IB-6715) Lat 38°02' drainage area, 4.1 sq ml; mean annual precipitation,
long 78°11
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 4May 17June 10Dec. 21Nov. 20Mar. 1Aug. 18July 20Apr. 5Oct. 6July 24Feb. 18
Peakdischarge
(cfs)
449532680264345166315152166191186166
Antecedentbase
discharge(cfs)
7.4103.31.41.61.74.5
.564.6
.372.44.6
Directrunoff
(in)
2.631.301.291.531.92
.662.24
.60
.68
.75
.76
.94
Associatedprecipitation
(in)
3.48.72
2.832.154.401.754.685.392.123.463.471.27
Stormduration(days)
112121241111
Antecedentprecipitation
(in)
5 -day
0.882.613.14
.751.31
.054.62
.56
.64
.153.62
.99
30-day
6.784.304.961.542.151.087.836.212.246.514.613.72
Annualrunoff(in)
33.0314.2116.3920.4413.606.53
13.396.89
11.4516.3710.4716.44
Little River at Graysonton. Va . (3A-1700) Lat 37°02', long 80°33' drainage area. 500 sq ml; meari~annual precipitation, 35.95 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 2Oct. 2Aug. 22May 1Oct. 17Sept. 16Dec. 1Feb. 14Oct. 17Oct. 19Aug. 19Aug. 14Apr. 5Aug. 13Dec. 30Sept. 18Sept. 18Jan. 8June 14Feb. 14Aug. 29Sept. 10Dec. 8Mar. 11Mar. 24Mar. 1Oct. 16Apr. 16Sept. 17Jan. 14Sept. 30Feb. 11
Peak discharge
(cfs)
6,18013,5002,1002,820
10,3004,6309,740-
8,24010,6009,320
17,7001,2907,0804,1407,520
11,0006,0406,8707,5009,4203,950
16,0006,8607,6103,9508,4OO4,6009,6603,930
18,5005,070
Antecedent base
discharge (cfs)
502204104203100100209220150307235188272337270104283488168330580190482356452230
69476383318114577
Direct runoff
(in)
0.371.98
.32
.291.90
.441.681.37
.691.19
.803.45
.15
.37
.53
.501.361.09
.801.09
.88
.411.14
.54
.77
.45
.68
.58
.91
.291.98
.55
Associated precipitation
(in)
0.552.723.481.832.213.314?611.402.793.433.059.181.243.511.995.785.821.876.471.363.053.352.901..692.751.955.491.754.311.525.983.15
Storm duration (days)
11211132221612222213222121222124
Antecedent precipitation
(in)
5-day
0.90000
.05
.751.27
.020
.661.04
.15
.424.16
.34
.311.77
.07
.11
.04
.9701.65
.03
.4400
.851.090
.041.32
30-day
2.82.79
4.831.422.372.102.044.503.616.065.645.981.927.292.331.734.482.662.913.835.253.703.042.704.682.432.303.494.212.014.832.38
Annual runoff (in)
21.0818.459.90
10.9116.729.51
21.5021.7819.6819.0415.6919.1411.6310.8918.0412.5016.9422.1116.1019.5028.5318.7217.5416.3114.749.53
15.9810.7119.4021.3012.1823.08
346 VIRGINIA
20"; drainage area, 329 sq mi; mean annual precipitation, 45.93 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 16Nov. 18Mar. 29Feb. 4Oct. 17Mar. 3Jan. 23Mar. 17Jan. 20Oct. 19Feb. 4May 31Apr. 5May 22Oct. 16May 7Sept. 18Jan. 8Mar. 14Feb. 14June 18Sept. 10Dec. 8Mar. 11Feb. 21Mar. 1Oct. 16Mar. 14Apr. 5Apr. 1June 3Mar. 30
Peak discharge
(cfs)
9,5509,9002,6008,600
11,3005,400
15,60033,0009,200
12,8008,600
11,6005,000
17,50011,0006,2906,0604,7006,9007,280
15,60011,60014,4009,900
12,80014,4009,2003,650
11,3004,2207,5509,550
Antecedent base
discharge (cfs)
184123192175
3230
528522650120
1,100260312870
89229
20480
91140
7433
425420501326
20290935
1,480375688
Direct runoff
(in)
1.321.11
.36
.891.231.222.293.722.081.611.041.58
.712.061.431.00
.97
.891.411.201.671.471.461.241.421.63
.83
.751.27
.96
.862.27
Associated precipitation
(in)
2.331.121.501.733.831.434.084.723.133.001.342.771.903.503.702.106.641.26
.88
.513.664.24
.711.831.642.665.282.151.991.402.91
.69
Storm duration (days)
12112242422222325122222111252222
Antecedent precipitation
(in)
5 -day
0.14.90.26.73
01.18
.74
.42
.54
.521.552.89
.263.2600
.010
.130
.42
.181.530
.07
.140
.591.141.081.150
30 -day
1.743.292.232.733.811.922.341.334.423.823.233.501.854.593.661.931.901.751.711.982.983.593.652.482.522.002.302.122.433.293.311.88
Annual runoff
(in)
15.699.698.42
10.4422.067.87
20.4221.1116.3715.2113.0117.899.26
13.4421.149.78
10.3714.359.29
15.24i 25.37
16.7320.6817.7314.8012.5117.896.63
13.0417.969.74
20.12
Mechum River near Ivy, Va. (2A-0310) Lat 38°06'15", long 78°35'35"j drainage area, 97 sq mi; mean annual precipitation, 36.31 in.
Wateryear
194319441945194619471948194919501951
Data relative to annual peak discharges
Date
Oct. 15Sept. 19Sept. 18Dec. 6July 9Aug. 4Dec. 4Sept. 13Dec. 4
Peakdischarge
(cfs)
20,00010,6002,360
686878
3,4905,3406,3305,980
Antecedentbase
discharge(cfs)
4518297024
113199154
64
Directrunoff
(in)
5.904.07
.74
.21
.18
.951.511.081.26
Associatedprecipitation
(in)
10.1710.575.181.982.412.722.992.883.37
Stormduration(days)
321311211
Antecedentprecipitation
(in)
5-day0.042.431.73
.1007.351.024.300
30 -day4.793.463.743.844.72
10.565.417.312.34
Annualrunoff(in)
19.5610.8210.9112.198.41
16.5624.1013.0717.10
VIRGINIA 347
Middle Fork Holston River at Groseclose, Va. (3B-4735) Lat 36"53'19", long 81 U20'51"; drainage area, 7.39 sq ml; mean annual precipitation, 56.67 in.
Wateryear
1948194919501951195219531954195519561957
Data relative to annual peak discharges
Date
Feb. 13July 13July 26Dec. 7July 5July 6July 21Mar. 18Apr. 16Jan. 29
Peakdischarge
(cfs)
217171520210181813178234167309
Antecedentbase
discharge(cfs)
8.62.85.7
124.95.94.1
161010
Directrunoff
(in)
1.37.87.82.44.09.88.18
1.44.83
2.78
Associatedprecipitation
(in)
0.773.304.361.472.27
.933.251.902.505.42
Stormduration(days)
2111111225
Antecedentprecipitation
(in)
5-day0.313.45
.41
.89
.861.01
.60.39.48.54
30-day
4.379.365.182.241.915.732.016.563.642.99
Annualrunoff(in)
14.2719.6620.2615.8914.2116.5711.5917.5913.2722.95
Middle Fork Holston River at Sevenmile Ford, Va. (3B-4740) Lat 36 "48'26", long 81"37"20" ; drainage area, 132 sq ml; mean annual precipitation,42.33 in.
Wateryear
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 9Dec. 30Feb. 18Feb. 17Jan. 7Aug. 4Feb. 14Dec. 3Feb. 2Dec. 7Jan. 28July 7Jan. 22Mar. 18Apr. 16Jan. 29May 6Apr. 12Mar. 30
Peakdischarge
(cfs)
4,2903,8404,9803,7504,9855,8803,3902,6103,1903,2801,5402,5403,9104,6005,0207,6801,8202,5402,290
Antecedentbase
discharge(cfs)
132298199257174
46258104214195257
6190
340256194430150425
Directrunoff
(in)
1.15.86
1.16.73
1.40.91
1.46.68
2.51.58.45.35.95
2.281.275.051.21
.811.80
Associatedprecipitation
(in)
3.071.612.261.752.053.87
.652.153.89
.701.042.192.552.942.686.282.652.41
.94
Stormduration(days)
2212222241223325331
Antecedentprecipitation
(in
5-day1.400
.821.01
.38
.81
.552.13
.36
.581.152.91
.50
.651.12
.62
.850
.04
30-day2.312.451.861.582.863.413.754.654.212.863.575.623.216.343.903.524.963.582.67
Annualrunoff(in)
_18.2015.3319.5517.1314.5016.5018.0620.4915.8912.1515.0510.6018.0113.3123.9019.1311.7716.56
348 VIRGINIA
Middle Fork Hplston River near Meadowview, Va. (3B-4750) Lat 36°42'47", long 81"49'08"; drainage area, 211 sq mi; mean annual precipitation, 39.68 in.
Water year
1932193319341935193619371938193919401941194219431944194519461947194819491950195119521953
Data relative to annual peak discharges
Date
Feb. 3Dec. 28Aug. 24Jan. 23Apr. 6Feb. 10Oct. 23Mar. 6Aug. 14July 6Aug. 9Dec. 30Feb. 18Feb. 18Jan. 8Aug. 4Feb. 14Dec. 4Feb. 2Dec. 8Jan. 28Mar. 4
Peak discharge
(cfs)
5,0103,5003,1005,3604,0602,7802,9801,9104,5701,5205,4504,9006,6504,6805,5706,0504,2403,3004,7903,7001,9603,000
Antecedent base
discharge (cfs)
462170135470566362257262122
64146404215395297
82408
97346307421250
Direct runoff
(in)
0.87.66.34.82.58.74.65.31
1.22.43
1.13.82
1.06.70
1.10.82
1.22.57
2.54.45.41.62
Associated precipitation
(in)
2.662.381.751.951.772.262.421.073.772.993.191.912.481.792.024.141.032.134.181.431.381.67
Storm duration (days)
3232132134321222324123
Antecedent precipitation
(in)
5-day2.42
.37
.621.411.30
.08
.66
.35
.33
.431.80
.38
.87
.87
.12
.40
.271.78
.381.001.13
.15
30-day4.052.908.824.126.557.005.883.814.523.855.573.042.131.381.882.963.794.684.022.643.533.88
Annual runoff
(in)
15.1816.029.85
21.4917.3413.3619.8811.3211.07
6.7410.2317.4214.5418.7716.3614.0715.3717.3920.3114.8511.3913.83
VIRGINIA 349
North Fork Holston River near Saltville, Va. (3B-4880) Lat 36°53'48", long 81"44'47"; drainage area, 222 sq mi; mean annual precipitation, 44.30 in.
Water year
190719081921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 14Apr. 2Dec. 15Mar. 15Feb. 3Sept. 30Jan. 11Jan. 18Dec. 21Dec. 16Feb. 27Nov. 18Apr. 4Jan. 30Dec. 28Mar. 3Jan. 23Apr. 6Jan. 20Oct. 28Feb. 3Aug. 14July 6June 20Dec. 30Feb. 18Feb. 17Jan. 8Jan. 20Feb. 14Dec. 4Feb. 2Dec. 8Jan. 23May 19Jan. 22Mar. 16Apr. 16Jan. 29Mar. 31Apr. 13Mar. 31
Peak discharge
(cfs)
8,4007,4004,4804,1608,2205,8404,3104,4906,7002,6403,5203,3505,4404,7505,2404,1207,9906,2904,6505,6602,5305,8404,7906,7406,380
13,1005,8408,3707,6907,8605,8406,3304,9203,2105,6806,500
10,3009,560
16,5005,0004,6404,250
Antecedent base
discharge (cfs)
600430272650660292334
3325022029018844593
590270820634780400542
7495
158480376510337550360296396526592208221900600483
1,240290735
Direct runoff
(in)
2.791.671.49
.802.431.181.40
.581.67
.681.56
.48
.921.101.061.631.331.001.871.14
.401.36
.80
.671.211.94
.901.981.051.88
.923.25
.61
.581.211.032.411.495.31
.791.001.94
Associated precipitation
(in)
5.192.501.701.713.583.371.131.102.872.542.111.022.182.602.402.402.131.833.031.67
.884.133.041.881.742.511.512.481.411.361.893.841.021.282.842.223.292.746.811.412.26
.72
Storm duration (days)
221142222452223321622443212313241222325231
Antec precipi
(in
5-day1.71
.14
.151.461.87
.13
.340
.24
.09
.741.49
.69
.24
.162.67
.911.28
.81
.68
.90
.251.65
.27
.14
.821.00
.33
.61
.291.77
.351.121.00
.601.531.05
.53
.58
.98
.01
.02
edent tation
30-day5.334.184.736.134.193.662.571.693.964.152.054.943.102.412.763.794.646.004.087.423.265.324.345.482.901.831.652.094.814.244.093.183.152.684.573.287.814.263.723.603.982.46
Annual runoff
(in)
_26.1818.6022.7025.9523.0614.3111.0426.8719.7218.5912.8310.8616.0019.0612.4826.9120.6015.3223.2013.3112.698.59
11.7319.2616.1719.5717.5915.1615.3819.6722.1516.8815.1016.5810.8120.6616.4326.5924.4412.2118.24
350 VIRGINIA
North Fork Shenandoah River at Cootes Store, Va. (IB-6320) Lat 38°38', long. 78"51'; drainage area, 215 sq ml; mean annual precipitation, 32.43 in.
Water year
19261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 25Nov. 16Apr . 30Apr. 16Oct. 22Aug. 23Feb. 4Apr. 17Sept. 16Dec. 1Mar. 17Apr. 25Oct. 28Feb. 3May 31Apr. 5May 22Oct. 15May 24Sept. 18May 4Mar. 14Aug. 11June 28Sept. 13Dec. 4Mar. 11Mar. 24Mar. 1Aug. 18Aug. 6Apr. 5July 27June 2May 8
Peak discharge
(cfi)
4,23011,4006,0009,2805,8401,9104,8807,1202,860
24,60040,50018,6004,6009,0406,8005,040
18,30050,0007,640
15,8005,2602,8004,900
13,50012,70011,80010,2008,4408,440
17,5003,1706,4402,770
11,80012,400
Antecedent base
discharge (cfs)
36077
40086121220
4902273
42848
174597386
.118421
238063
1508144
1018.3
35180261
87190
26364
54651103
Direct runoff
(in)
0.851.8&1.702.63
.85
.72
.651.03
.352.304.324.331.251.12
.83
.873.106.64
.752.941.04
.63
.37
.791.031.301.471.51
.972.74
.601.07
.621.401.67
Associated precipitation
(in)
2.101.35
.872.401.302.431.881.322.194.794.254.021.921.571.091.004.285.281.542.921.54
.811.713.005.321.741.542.461.383.102.561.842.742.723.38
Storm duration (days)
11211312131221212142423141121222311
Antecedent precipitation
(in)
5-day1.95
.20
.87
.6502.20
.232.071.26
.67
.73
.281.311.581.66
.482.381.111.32
.30
.49
.301.3804.43
.210
.0403.98
.34
.86
.761.66
.01
30 -day5.572.153.201.642.924.362.274.794.321.471.28
.986.274.643.381.554.984.004.012.162.472.047.263.036.581.641.681.961.687.455.411.872.834.17
.49
Annual runoff
(in)
8.5214.2313.8612.789.006.647.98
16.853.67
15.3518.0617.348.86
12.7110.376.39
13.9421.798.33
13.2411.164.99
10.0722.899.92
15.9115.6714.795.84
16.015.228.70
13.456.52
16.05
North River near Stokesvllle, Va. (IB-6205) Lat 38°20'05", long 79°14'20"; drainage area, 23.4 sq mi; mean annual precipitation, 41.13 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 14Feb. 14June 17Sept. 13Dec. 7Mar. 11Feb. 21Mar. 1Aug. 18Mar. 15Apr. 5Apr. 7June 2May 28
Peakdischarge
(cfs)
326299
11,100908
1,650685697
1,850888179930404712
1,250
Antecedentbase
discharge(cfs)
1355.32.48.2
201622
6.12584
11020
8
Directrunoff
(in)
0.68.62
7.371.851.531.121.272.141.53
.411.601.071.182.22
Associatedprecipitation
(in)
0.90.28
10.145.25
.952.30
.61
.314.131.372.15
.613.263.54
Stormduration(days)
11251111111112
Antecedentprecipitation
(in)
5-day0.070
.320
.30000001.1501.07
.08
30 -day2.322.781.552.962.201.253.051.185.141.592.354.432.934.26
Annualrunoff(in)
9.5217.5428.4317.1518.5815.6215.7513.5917.647.88
18.5416.879.30
17.71
VIRGINIA 351
Otter River near Altavista, Va. (2A-0620) Lat 37°12', long 79°17' drainage area, 372 sq mi; mean annual precipitation, 44.34 in.
Water year
1930 1931 1932 1933 1934 1935 1936
Data relative to annual peak discharges
Date
Oct. 2 Aug. 23 Mar. 6 Oct. 17 Mar. 28 Sept. 6 Mar. 17
Peak discharge
(cfs)
14,500 7,800
10,500 13,900 3,420
14,100 15,500
Antecedent base
discharge (cfs)
848 248 121
40 386 122 329
Direct runoff
(in)
1.77 .58 .62
1.33 .40
1.51 1.60
Associated precipitation
(in)
6.38 3.63 1.87 5.66 1.60 5.98 4.07
Storm duration (days)
2 2 1 1 2 2 1
Antecedent precipitation
(in)
5-day
2.04 3.89
.58 1.08 1.77 4.89
.17
30-day
3.19 3.50 1.44 3.41 5.31 8.02 1.23
Annual runoff (in)
13.54 7.19 6.69
14.39 8.24
17.97 18.86
Otter River near Evington, Va. (2A-0615) Lat 37°13', long 79°18'; drainage area, 325 sq mi; mean annual precipitation, 48.85 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 3Oct. 19Aug. 19Aug. 14Apr. 5Aug. 8Dec. 20Sept. 19Oct. 21Feb. 10June 14Aug. 4Mar. 23May 31June 13Aug. 9Mar. 24Mar. 1Oct. 15Apr. 16May 19Mar. 27June 2Oct. 1
Peak discharge
(cfs)
6,07027,50027,50024,6002,950
14,6007,280
14,0003,8704,9504,6109,580
22,3005,6007,040
11,3004,9706,010
13,4003,3706,2504,8903,4206,670
Antecedent base
discharge (cfs)
256239123
88236
76309
9517435813817236922726020946423340
278176315153
53
Direct runoff (in)
1.021.782.023.72
.321.60
.841.26
.44
.46
.42
.841.40
.70
.611.42
.45
.501.05
.34
.37
.60
.30
.77
Associated precipitation
(in)
2.994.625.279.311.548.162.316.172.661.794.014.603.063.112.034.421.721.937.191.452.062.093.014.58
Storm duration (days)
411214221111112311222322
Antecedent precipitation
(in)
5-day0.14
.13
.26
.48
.54
.05
.701.850
.27
.662.23
.70
.561.371.37
.39
.15
.02
.58
.15
.22
.100
30-day4.795.335.574.292.281.662.162.363.602.054.004.621.914.905.494.274.561.711.502.68
.992.971.632.97
Annual runoff (in)
16.6718.9914.8615.149.48
12.0116.3412.6611.6514.5911.3718.8726.5614.2315.4321.1914.728.94
16.836.61
13.8417.279.21
16.18
Pedlar River near Pedlar Mills, Va. (2A-0250) Lat 37°32'35", long 79"15'10"; drainage area, 91 sq mi; mean annual precipitation,
Wateryear
19431944194519461947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Oct. 15Sept. 19Oct. 20Dec. 5June 14Apr. 1Dec. 4Sept. 10Feb. 7Mar. 11Mar. 24Mar. 1Aug. 18July 20
Peakdischarge
(cfs)
10,4006,080
9261,3201,6604,8607,0602,7402,9004,6202,8202,5006,890
856
Antecedentbase
discharge(cfs)
508.5
276326
227260
12107
87179
78119
6
Directrunoff(in)
2.871.35
.42
.40
.291.342.28
.53
.661.08
.94
.691.80
.114
Associatedprecipitation
(in)
3.498.143.481.692.632.133.025.252.352.171.951.903.723.78
Stormduration(days)
32121111211112
Antecedentprecipitation
(in)
5 -day
02.0600
.271.072.45
.04
.260
.62
.081.75
.09
30-day
3.892.292.603.372.104.737.732.242.422.183.642.726.721.01
Annualrunoff(in)
23.3312.6012.6016.5911.9420.7431.0014.3518.5121.8019.529.95
22.157.90
352 VIRGINIA
Pigg River near Toshes, Va. (2A-0585) Lat 36 "59"01", long 79°30'52" drainage area, 394 sq ml; mean annual precipitation, 45.50 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 22Mar. 6Oct. 17Sept. 16Dec. 1Jan. 19Jan. 3Oct. 20Aug. 19Aug. 15July 5May 22Apr. 19Sept. 18Sept. 18Jan. 7Jan. 20Apr. 1Dec. 4Sept. 11Feb. 7Dec. 21Feb. 21Jan. 22Oct. 15Apr. 16Sept. 17Nov. 19Dec. 29Oct. 1
Peak discharge
(cfs)
4,8805,680
15,1005,2807,200
13,4009,000
15,40010,60034,3004,8207,0707,700
20,80012,8009,0003,5508,6709,3309,7705,4407,7005,3607,100
17,5003,970
11,5006,000
14,2007,200
Antecedent base
discharge (cfs)
111165
71112220448345392215377197352388146185449427.628536237280249344282
70422290220170116
Direct runoff
(in)
0.39.48
1.76.41
1.041.221.051.53
.995.79
.50
.75
.661.211.59
.83
.34
.781.01
.86
.42
.90
.45
.611.47
.341.12
.841.58
.78
Associated precipitation
(in)
3.603.347.724.154.192.213.464.183.098.122.983.372.885.666.282.421.671.753.213.881.782.711.793.475.841.585.252.615.454.95
Storm duration (days)
322431422333222211231312222222
Antecedent precipitation
(in)
5-day0.2900
.031.13
.200
.35
.861.251.002.75
.602.701.74
.391.39
.922.66
.78
.53
.41
.951.3301.28
.99
.0700
30-day
6.342.312.433.502.255.045.106.547.295.305.223.862.764.544.813.084.554.816.454.451.442.534.273.601.684.406.252.371.394.57
Annual runoff (in)
8.827.74
13.657.96
15.2217.6217.4117.6413.7118.6911.8011.2115.2313.7514.4715.6010.6317.2020.8614.9213.4614.7710.738.42
13.687.26
13.2218.4412.1216.87
VIRGINIA 353
Pound River near Haysi, Va. (5A-2090) Lat 37°13'10", long 82°22'15"drainage area. 212 sq ml.
Water year
1927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 21Apr . 30Mar. 23Oct. 22Apr. 22Jan. 29Dec. 28Mar. 3Mar. 31Mar. 24Feb. 9July 14Feb. 3July 17July 16July 8Apr. 19Feb. 18Feb. 17Jan. 8Jan. 20Feb. 14Mar. 18Jan. 30Dec. 7Jan. 22May 19Jan. 16Mar. 16Apr. 16Jan. 29May 6Jan. 22Nov. 28
Peak discharge
(cfs)
19,9007,800
30,00010,4005,100
12,7008,8008,8008,000
11,60012,10010,00018,2003,7002,980
17,70010,00015,1008,800
17,4006,340
10,8007,6209,5207,6207,620
10,5003,150
11,00012,30027,3009,8806,7307,250
Antecedent base
discharge (cfs)
116502152
168592
123385465
1,720198
5147232810213722813454562028042021267056063013540
342461375725160557
Direct runoff
(in)
1.961.762.961.11
.521.841.081.751.001.731.561.721.02
.49
.301.861.171.791.062.63
.852.53
.932.21
.80
.912.22
.622.342.145.452.291.121.03
Associated precipitation
(in)
3.272.023.424.791.653.472.002.253.171.402.424.162.571.531.473.692.332.551.833.72
.802.322.103.131.42
.392.223.091.282.806.052.941.541.92
Storm duration (days)
2211122322222113223212131112125221
Antecedent precipitation
(in)
5-day0.04
.97
.040
.21
.46
.203.561.54
.5001.211.101.341.231.49
.91
.551.61
.012.090
.13
.861.08
.37
.23
.471.91
.04
.84
.88
.601.81
30-day3.854.93'4.071.634.252.232.294.417.033.437.145.133.725.386.967.993.681.792.691.424.793.732.393.363.022.293.99
.969.073.033.176.353.283.00
Annual runoff (in)
26.2519.5723.1013.859.35
15.4014.1412.8322.7016.9717.4019.4517.909.254.91
13.6818.0815.1717.7619.3814.2113.1716.3023.1318.8820.0015.217.31
19.1920.8920.6022.1610.7617.82
354 VIRGINIA
Powell River near Jonesvllle, Va. (3B-5315) Lat 36°39'43", long 83° drainage area, 519 sq ml; mean annual precipitation, 49 in.
05'42";
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan . 30Dec. 28Mar. 3Mar. 12Apr. 6Feb. 9Mar. 3Feb. 3Apr . 20July 13Aug. 9Apr. 19Feb. 18Feb. 13Jan. 8Jan . 1 6Feb. 14Jan. 6Jan. 31Dec. 8Dec. 15Feb. 21Jan. 16Mar. 16Apr. 16Jan. 30Dec. 8Jan. 22Nov. 28
Peak discharge
(cfs)
22,9009,230
10,50011,00016,20017,0005,660
20,2007,4704,0107,540
11,30022,9009,310
35,00013,80023,3009,800
16,5009,010
14,00011,4007,680
11,40015,80019,80010,70010,9009,220
Antecedent base
discharge (cfs)
1,240390742525
1,160530490
1,030353344895477571200565516832632
1,330970610692145670740775301400923
Direct runoff (in)
2.641.511.741.471.601.94
.852.071.17
.491.351.362.211.324.503.563.621.284.35
.891.501.421.212.591.985.181.771.44
.99
Associated precipitation
(in)
3.132.472.142.662.243.001.182.732.252.123.122.342.932.135.095.113.412.395.461.622.412.033.133.853.226.862.572.622.26
Storm duration (days)
22341212222221263242122425222
Antecedent precipitation
(in)
5-day0.53
.203.63
.632.02
.24
.221.150
.921.70
.63
.48
.26
.51
.41
.121.10
.89
.90
.26
.781.13
.66
.421.17
.36
.371.81
30 -day3.422.524.134.447.778.942.863.534.087.906.104.412.021.872.685.854.643.986.214.105.454.511.787.565.444.186.583.683.45
Annual runoff (in)
23.5622.2215.6126.5021.6526.2622.6922.2614.289.30
18.7922.5020.7622.6323.4422.5219.5925.0132.7423.4926.3918.6511.7421.2925.2422.6126.3015.7524.20
Rappahannock River near Warrenton, Va. (lB-6620) Lat 38°41'05", long77 54'15"; drainage area,192 sq mi; mean annual precipitation, 36.26 in.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 15Jan. 4Sept. 18Aug. 2June 14Apr. 1May 15Sept. 13Dec. 4Mar. 11Nov. 22Mar. 1Aug. 18July 21Oct. 27Jan . 14June 2June 14
Peakdischarge
(cfs)
32,0003,2606,0504,3201,6002,9003,5403,080
14,2003,4707,6401,350
10,5006,0501,6503,6102,9604,200
Antecedentbase
discharge(cfs)
3145783870
177272
362021984882
21534
1119053
160
Directrunoff
(in)
8.00.52
1.50.47.19.53.27.56
1.60.63
1.38.21
2.18.98.27.53.51.69
Associatedprecipitation
(in)
10.631.835.042.831.392.10
.464.112.971.995.331.194.724.691.201.602.992.01
Stormduration(days)
222121141131221222
Antecedentprecipitation
(in)
5-day
0.63.63
0.20.13.56.60.02
0.54
03.34
.981.97
.01
.370
30 -day
4.181.644.184.344.622.584.722.432.961.69
.561.265.575.624.603.082.564.63
Annualrunoff
(in)
22.307.38
13.1615.039.25
15.2522.0511.2418.8115.5415.535.78
12.4810.0110.5414.967.04
15.02
VIRGINIA 355
Roanoke River at Roanoke, Va. (2A-0550) Lat 37°15'30", long 79°56'20"j drainage area. 588 sq mi; mean annual precipitation, 41.65 In.
Water year
18971898189919001901190119021903190419051906190719081909191019111912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 23May 6Mar. 4Mar. 20May 22Aug. 6Feb. 25Feb. 17Aug. 10July 12Dec. 20Sept. 23Jan. 12Oct. 24June 13Apr. 5May 12Mar. 14Jan. 9Dec. 5Dec. 18Mar. 5June 26Jan. 3Feb. 4Nov. 30Nov. 1Mar. 7Sept. 29Jan. 18Jan. 17Dec. 26Aug. 16Mar. 5Oct. 2Aug. 22Feb. 3Oct. 17Mar. 28Jan. 23Mar. 18Aug. 30Oct. 19Aug. 19Aug. 14July 8May 22Apr. 19Feb. 18Sept. 18Feb. 10Jan. 20Aug. 5Dec. 4May 31Dec. 8Sept. 1Mar. 24Mar. 1Oct. 15Apr. 16Jan. 29May 6Sept. 30Feb. 11
Peak discharge
(cfs)
12,6005,470
11,0005,060
19,00019,00015,30010,2002,900
14,8004,5209,920
11,8009,6609,3803,0408,9809,1202,780
11,0008,0406,4206,4406,7004,2701,700
14,1005,5109,6001,3002,2408,900
26,1005,180
11,1003,4702,240
13,9006,570
11,40010,4009,180
10,0008,480
26,4003,9105,7405,8704,750
15,1005,4005,960
11,90015,100
6,96010,600
6,5707,2204,7705,9604,2708,9005,760
14,9005,180
Antecedent base
discharge (cfs)
37685
1,490521376232212707460363169178
1,140152
__
282282326550
61488188476206172
51491142224
67670183
1,1208853
52045
422540538460262143251332369284116323428697256738738525150470230
41671270
1,06058
820
Direct runoff
(in)
1.66.83
1.53.63
1.802.171.781.01
.451.69
.40
.741.09
.79-_
1.221.01
.291.15
.821.33
.65
.90
.51
.471.801.20
.91
.27
.331.101.09
.701.39
.40
.221.38
.651.02
.94
.72
.96
.664.73
.47
.85
.71
.531.44
.50
.571.281.44
.68
.78
.53
.78,53.46.38
1.391.081.22
.55
Associated precipitation
(in)
2.872.121.83
.352.505.002.522.00
.764.111.937.101.69
---
3.533.431.253.431.072.932.922.981.722.575.861.745.75
.371.172.145.461.305.974.241.526.982.133.583.653.513.164.359.764.873.762.841.937.321.621.585.233.422.113.304.002.392.265.211.492.722.596.311.67
Storm duration (days)
3121121222111---2212142323113212112332231222444224224131221224321
Antecedent precipitation
(in)
5-day0001.35-
01.29
.81
.352.58
.47
.151.83---.09.69-
2.80.40.71.14.01
0.16
0.67.75
1.0901.301.751.39
.09
.36
.5701.49
.74
.754.02
.74
.101.031.804.02
.17
.82
.77
.201.93
.662.121.011.191.09
.490ox
.89
.26
.6601.47
30 -day5.831.806.092.93-
5.573.603.435.756.48
.69
.977.02---
1.582.32-
5.222.202.803.844.801.942.14
.202.641.594.361.873.444.264.232.834.432.713.804.942.842.618.064.014.315.516.444.732.601.423.251.773.584.856.276.101.756.654.342.012.953.121.453.994.012.24
Annual runoff (in)
14.7412.0127.4312.5629.2629.2618.6721.218.65
14.3211.9720.4016.3819.2711.6010.9719.5411.3512.3616.4815.5310.3515.0116.778.73
10.8215.9810.1314.52
6.915.96
12.3216.8316.2410.607.047.61
15.206.55
16.6416.8415.6615.1310.1515.556.827.72
13.878.63
11.4213.8211.0918.2423.1614.5513.8012.4711.15
6.1813.166.20
15.5416.318.18
17.24
356 VIRGINIA
Rockflsh River near Greenfield. Va. (2A-0285) Lat 37°52'10", long 78°49'25"; drainage area, 96 sq ml.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 19Sept. 19Sept. 18Dec. 6July 21Apr. 1Dec. 4Sept. 10Dec. 4Mar. 11Mar. 25Mar. 1Aug. 18July 20Apr. 5Apr. 23Sept. 30Oct. 24
Peakdischarge
(cfs)
1,89013,7004,780
6351,3203,0504,4502,4405,2606,8403,0401,460
12,2002,5602,2101,8407,8602,140
Antecedentbase
discharge(cfs)
1001685
136153294391
2164
124234110408
492
14744
123
Directrunoff(in)
0.684.231.69
.21
.32
.861.47
.721.441.482.03
.373.26
.502.00
.651.26
.86
Associatedprecipitation
(in)
3.1310.725.461.73
.402.302.994.493.963.234.941.914.034.863.402.796.633.09
Stormduration(days)
212211131131134122
Antecedentprecipitation
(in)
5 -day01.292.301.56
.1201.53
.1500
.22
.144.5400000
30-day1.882.143.853.953.553.707.674.771.932.055.102.339.902.161.644.523.149.56
Annualrunoff(in)
-13.3516.2917.8114.0723.7735.1415.6224.0324.3020.839.55
22.827.66
20.2220.5813.3725.17
Russell Fork at Havsl. Va. (3A-2085) Lat 37°12'25", long 82°17'45" drainage area, 286 sq ml
Water year
1927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 21Apr, 29Mar. 23Nov. 18July 23Jan. 30Dec. 28Mar. 3Mar. 12Apr. 6Feb. 9Mar. 6Feb. 3Aug . 14Mar. 11July 8Mar. 13Feb. 17Feb. 17Jan. 7Jan. 15Feb. 14Dec. 3Jan. 30Dec. 7Mar. 23May 19Jan. 22Mar. 6Apr. 15Jan. 29May 6Apr. 12Nov. 28
Peakdischarge
(cfs)
17,5008,800
34,5008,6007,200
18,80013,8008,600
13,80010,10018,80012,80030,00011,9003,1206,250
13,10025 , 60013,30019,10010,50014,5008,400
14,80010,50014,50017,8002,820
23,10022,20046,60024,40012,20012,500
Antecedent base
discharge (cfs)
94692229162
48113176446347510266420825
18168153282
99660332182446186205
75260145
731,250
728440718277551
Direct runoff (in)
1.891.433.321.30
.832.441.481.481.411.781.821.322.33
.90
.33
.881.051.841.192.411.221.31
.773.69
.781.292.49
.392.092.175.563.511.21
.88
^Associated precipitation
(in)
2.551.602.932.523.622.972.251.731.721.731.64
.532.115.361.932.591.333.111.492.963.842.061.144.20
.711.313.921.122.582.406.443.841.991.60
Storm duration (days)
2214322321112133121363241122325331
Antecedent precipitation
(in)
5-day0.35
.660
.53
.35
.75
.133.31
.471.38
.571.33
.91
.02
.421.08
.31
.631.44
.39
.18
.781.67
.32
.66
.35
.33
.743.56
.81
.931.0901.70
30 -day3.945.084.744.024.363.551.893.983.546.407.713.785.323.871.755.402.472.182.183.762.843.904.922.903.132.472.792.436.944.103.215.193.032.77
Annual runoff (in)
22.8317.5722.6712.4410.3216.4714.8212.7223.9218.9418.4518.3516.696.794.769.40
17.0213.4817.1515.4012.0112.1315.0921.9717.1017.7013.626.59
17.1416.3617.7020.549.79
16.03
VIRGINIA 357
Sandy River near Danville, Va. (2A-0745) Lat 36"37"10", long 79°30<10"; drainage area, 113 sq mi; mean annual precipitation, 47.55 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 22Mar. 6Oct. 17Sept. 7Dec. 1Jan. 19Aug. 25Oct. 20Aug. 18Aug . 14July 19May 15Apr. 19Sept. 19Sept. 17Jan. 8Sept. 24Apr. 1Nov. 28July 14June 18Aug. 31Mar. 24Jan. 22Oct. 15Mar. 16Apr. 8Nov. 19Dec. 29Apr. 5
Peak discharge
(cfs)
4,5903,9904,5007,1404,9806,3304,4105,1803,000
23,0001,6502,7802,400
11,8004,2702,1003,1103,1802,3303,4003,6302,2701,3302,8407,8301,5703,2604,1104,2702,700
Antecedent base
discharge (cfs)
374519324185528448377945743551
11029
14580686536
1095214
111211
8056
169
Direct runoff
(in)
0.72.82
1.01.68
1.371.621.171.18
.474.551.03
.75
.693.191.29
.59
.59
.88
.70
.27
.07
.47
.32
.871.44
.35
.721.241.57
.85
Associated precipitation
(in)
2.512.385.172.323.492.794.383.133.928.253.123.032.535.285.532.534.281.972.611.001.473.401.593.186.181.421.293.004.862.10
Storm duration (days)
222131211332122211221212222222
Antecedent precipitation
(in)
5-day
0.80.02
0.75
1.10.56.09.05
1.27.67.77
0.12
2.772.01
.06
.52
.991.32
.51
.80
.82
.201.200
.732.08
.5301.51
30-day
6.512.432.764.191.945.454.976.326.194.885.831.423.213.375.833.471.664.824.156.164.206.494.942.83
.902.663.942.731.363.04
Annual runoff
(in)
8.307.47
10.7210.4412.8917.7716.3515.5313.4514.2610.448.69
11.6115.2413.5712.6310.6015.3515.5011.779.85
12.649.519.00
13.668.66
13.0017.7511.0917.00
South Fork Holston River at Riverside, near Chilhowie, Va. (3B-4715) Lat 36"45"37",long 81"37"53"; drainage area,76 sq mi, and 76.1 sq mi (revised) 1955-60; mean annual precipitation,
Water year
19211922192319241925192619271928192919301931194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 10Jan. 21June 12Sept. 30Dec. 9Feb. 14Feb. 23Sept. 2Mar. 5Oct. 2Apr. 4Dec. 30Feb. 18May 18Jan. 8Aug. 4Feb. 14Apr. 13Feb. 2Dec. 7Jan. 28Feb. 21Jan. 22Mar. 18Apr. 16Jan.- 29Aug. 1Jan. 22Mar. 30
Peak discharge
(cfs)
1,4201,8806,0001,880
9601,4502,4301,1001,8201,5201,8201,8702,3802,3801,8702,6601,9301,4101,2703,270
5411,4502,2802,5802,0703,8003,6701,4202,100
Antecedent base
discharge (cfs)
_-93547783
29282
32225
285207162159111
30155179108148150134
92170248142
8065
178
Direct runoff
(in)
_-
2.751.26
.42
.601.32
.64
.80
.811.031.051.241.811.67
.751.47
.831.10
.94
.33
.781.052.55
.984.33
.82
.682.47
Associated precipitation
(in)
_-
7.023.301.461.361.472.87
.752.482.141.892.183.471.985.89
.881.941.002.321.381.752.963.742.916.962.971.32
.86
Storm duration (days)
_-121112113222223312212425312
Antecedent precipitation
(in)
5-day--
0.46.17.22.04
1.87.38
1.26.06.67.26.92.80.17.97.33
1.042.721.011.05
.051.67
.92
.84
.74
.80
.13
.09
30 -day--
3.473.032.632.935.026.174.301.662.632.772.294.582.003.143.884.446.612.934.373.783.026.424.954.005.904.163.66
Annual runoff (in)
22.0024.4827.7325.0113.8511.9221.1820.4220.4317.2013.9421.1916.5521.8419.8716.2117.1321.9321.9617.8714.6816.3113.9620.0815.3525.2426.0715.1823.03
T70-960 O-65-25
358 VIRGINIA
South Pork Holston River at Vestal, Va. (3B-4730) Lat 36°39'06", long81"50'39"; drainage area, 301 sq mi; mean annual precipitation, 43.15 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948"194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 3May 10Mar. 5Mar. 26Mar. 24Feb. 10July 21Mar. 6Aug. 14July 16Aug. 9Dec. 30Feb. 18Feb. 17Jan. 8Jan. 20Feb. 14Dec. 4Feb. 2Dec. 7Dec. 21Feb. 21Jan. 22Mar. 18Apr. 16Jan. 29Aug. 2Jan. 22Mar. 30
Peakdischarge
(cfs)
6,7605,4703,040
10,7006,3703,2106,7605,470
10,6003,2106,5007,6008,1605,4707,4608,9005,9805,1106,2406,1104,0605,4709,350
11,4009,500
15,1005,9905,3606,480
Antecedent base
discharge (cfs)
415527404880538574396522238320215760250520495432249246610310315417219750880600376280715
Direct runoff
(in)
0.88.68
1.191.881.39
.842.40
.732.38
.62
.891.081.14
.791.471.401.47
.702.67
.65
.80
.911.322.701.294.831.00
.892.21
Associated precipitation
(in)
1.001.612.252.711.822.275.841.333.791.813.022.182.331.882.032.91
.882.234.011.861.781.232.884.523.127.703.321.50
.54
Storm duration (days)
11337341222112343242312326212
Antecedent precipitation
(in)
5-day1.11
.892.571.801.51
.011.45
.29
.37
.401.74
.381.381.18
.552.33
.322.75
.321.47
.99
.861.85
.45
.75
.681.30
.73
.08
30-day3.343.683.315.463.134.176.573.965.215.856.733.702.922.124.306.654.285.094.193.012.584.373.285.834.373.206.553.293.48
Annual runoff
(in)
21.5724.1514.4727.9622.8519.7227.6616.0815.8611.3215.7723.1119.3224.7421.6418.6220.3123.5726.9018.7817.5018.1016.2221.8319.3227.2527.0415.8223.26
Tye River near Lovingston, Va. (2A-0270) Lat 37°43', long 78°58'j drainage area, 92 sq mi; mean annual precipitation, 22.34 in.
Water year
1939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 19Aug. 16July 7May 16Oct. 15Sept. 19Sept. 18Mar. 15June 14Apr. 1June 18Sept. 15Dec. 7Mar. 11Mar. 24Mar. 1Aug. 18July 20Feb. 26Apr. 23Sept . 30Oct. 24
Peak discharge
(cfs)
6,9007,7001,7407,9109,2309,6705,700
7761,6903,5105,9003,8704,7006,6003,1501,7607,3002,5603,1501,8103,7803,870
Antecedent base
discharge (cfs)
629850338625
102132
48393
8529
105115268148238
8.5148199
25142
Direct runoff
(in)
1.575.98
.562.184.562.441.86
.21
.671.922.461.391.691.571.02
.412.32
.311.35
.851.071.38
Associated precipitation
(in)
4.837.744.056.448.518.116.091.014.312.875.405.492.843.263.562.165.414.433.633.597.603.91
Storm duration (days)
2432323222652241133122
Antecedent precipitation
(in)
5-day0.931.171.41
.0602.482.73
.11
.561.081.11
.483.160
.52
.084.65
.1500
.010
3Q.-day
5.92-
4.341.08-
4.504.972.043.245.422.343.845.092.045.562.998.352.024.025.102.90
10.93
Annual runoff
(in)
19.9622.7114.2321.4028.5315.8319.0521.0317.3128.2337.3418.8228.0527.7024.7312.5526.959.13
23.1025.0815.7231.13
VIRGINIA 359
Walker Creek at Bane, Va. (3A-1730) Lat 37°16'05", long 80°42'35"j drainage area, 505 sq mi; mean annual precipitation, 57.21 in.
Wate- year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 22Jan. 30Apr. 20July 5May 26Dec. 30
.Feb. 18Sept. 18Jan. 8Feb. 20Feb. 14June 17May 3Dec. 8Apr. 28Feb. 21Mar. 1Apr. 14Apr. 16Jan. 30Mar. 31Apr. 13Feb. 11
Peak discharge
(cfs)
9,3504,4509,7603,7007,4306,580
12,8005,8909,7605,0108,700
13,7006,3509,1503,4908,1505,670
10,2005,840
16,5006,5106,5305,020
Antecedent base
discharge (cfs)
109248184165334528213115471928283105123340145522280312630393434304715
Direct runoff
(in)
1.25.62
1.22.77
1.43.84
1.28.79
1.73.62
1.461.20
.96
.80
.861.16
.74
.93
.842.922.391.00
.62
Associated precipitation
(in)
3.571.162.543.203.821.412.102.971.971.30
.964.842.781.832.481.612.391.671.964.623.202.321.34
Storm duration (days)
41343222212221412125631
Antecedent precipitation
(in)
5 -day2.481.192.043.074.081.512.514.822.022.031.144.772.782.342.471.612.19
.49
.65
.54
.1801.27
30 -day5.133.163.776.135.833.583.527.053.826.384.155.573.404.313.174.033.775.114.292.232.502.552.01
Annual runoff (in)
8.7511.9212.958.279.29
16.7211.4413.3616.4510.5514.9124.6415.9213.9812.2414.5310.2415.8610.5820.4422.149.73
17.88
Wolf Creek near Narrows. Va. (3A-1755) Lat 37°18'20", long 80°51'00"; drainage area. 223 sg ml; mean annual precipitation. 16.89 in.
Water year
190919101911191219131914191519161939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 30Jan. 21Mar. 10Mar. 15Mar. 27Feb. 20Jan. 7July 16Jan. 30Apr. 20July 6May 22Dec. 30Feb. 18Feb. 17Jan. 8Jan. 16Feb. 14June 17Feb. 2Dec. 7Mar. 11Feb. 21Jan. 22Mar. 6Apr. 16Jan. 29Mar. 31Apr. 13Mar. 31
Peak discharge
(cfs)
5,5003,7404,3006,010
10,8002,7408,000
14,0002,7405,2006,0103,3603,8809,4305,3507,2006,1808,2006,1806,5207,2005,5006,0103,1107,8706,350
12,9006,6704,3005,540
Antecedent base
discharge (cfs)
28023014281028721928395
223172
6921857314060039523027680
310657357410240570728464291383715
Direct runoff
(in)
0.84.31
1.071.771.74
.801.202.30
.52
.97
.881.15
.771.50
.922.451.342.21
.702.65
.98
.961.39
.594.281.364.292.601.022.48
Associated precipitation
(in)
2.08.77
2.012.682.80
.501.323.231.042.174.292.621.462.451.222.292.401.433.273.29
.721.401.621.865.652.215.662.882.37
.68
Storm duration (days)
213422221363222213132112825632
Antecedent precipitation
(in)
5-day
0.081.0201.44
.741.3001.13
.39
.17
.591.15
.311.131.20
.73
.61
.79
.09
.301.310
.731.24
.87
.83
.43
.1500
30-day
2.371.972.534.362.934.852.783.402.492.594.731.503.242.011.973.064.993.992.022.203.342.583.693.213.024.603.102.612.982.86
Annual runoff (in)
23.5814.4014.3323.6916.0015.3815.1825.7313.4512.939.56
11.4719.3114.1118.2818.4313.8016.7223.1720.4017.9817.8119.1211.6322.5815.6825.1025.5512.9618.65
360 WASHINGTON
Bear Creek near Eagle Gorge, Wash. (12-1060) Lat 47°17'00", long 121°48'00"j drainage area, 4.25 sq ml; mean annual precipitation, 87.59 in.
Wateryear
1947194819491950195119521953195419551956
Data relative to annual peak discharges
Date
Dec. 11Nov. 7Feb. 17Mar. 4Feb. 11Feb. 4Jan. 25Dec. 9Feb. 7Dec. 11
Peakdischarge
(cfs)
605275367584850188275
_452
1.010
Antecedentbase
discharge(cfs)
18178.6
18191514122141
Directrunoff(in)
9.204.055.213.10
15.932.574.075.514.222.78
Associatedprecipitation
(in)
8.543.445.834.279.222.595.545.455.112.55
Stormduration(days)
4552423221
Antecedentprecipitation
(in)
5 -day
2.832.795.011.922.711.944.694.561.162.24
30-day
15.2615.885.17
12.7110.956.54
15.6614.115.64
15.41
Annualrunoff(in)
79.8098.0664.4692.5892.6865.0567.9297.2781.85
Beaver Creek near Newhalem. Wash. (12-1720) Lat 48°46'50", long 121°04'20"j drainage area. 52 sq mi: mean annual precipitation. 72.11 in.
Water year
1941 1942 1943 1944 1945 1946 1947 1948
Data relative to annual peak discharges
Date
Oct. 19 Oct. 2 July 4 Dec. 3 May 51 Oct. 26 Oct. 25 May 28
Peak discharge
(cfs)
3,540 3,980 1,550 1,280 1,680 5,760 1,760 2,490
Antecedent base
discharge (cfs)
209 244 655
98 555
90 84
450
Direct runoff (in)
4.43 3.55 8.47
.87 9.41 5.11 1.26 5.75
Associated precipitation
(in)
7.29 4.57
(a) 5.81
(a) 9.72 7.19 1.58
Storm duration (days)
4 5
a!4 5
a!7 5 6 7
Antecedent precipitation
(in)
5-day
0.71 2.15
.04
1.68 .32 .41
30 -day
6.10 9.48
3.12
2<.24 1.79 6.17
Annual runoff (in)
90.07 88.75
105.05 66.74 95.03
119.48 99.68
123.38a Seasonal snowmelt rise.
Black River at Little Rock. Wash^ (12-0290) Lat 46°54'10", long 125°01'20") drainage area, 60 sq mi; mean annual precipitation, 48.67 in.
Water year
1945 1946 1947 1948 1949 1950
Data relative to annual peak discharges
Date
Feb. 8 Jan. 4 Jan. 25 Jan. 4 Feb. 25 Dec. 28
Peak discharge
(cfs)
840 840
1,220 695
1,350 1,700
Antecedent base
discharge (cfs)
220 180 196 196 722 155
Direct runoff
(in)
1.51 1.19 2.94 1.64 1.07 3.11
Associated precipitation
(in)
4.46 2.92 5.24 5.29 2.99 4.50
Storm duration (days)
6 4 7 5 2 5
Antec precipi
(in
5 -day
1.67 5.66
.75
.72 5.59 2.45
edent tation
30-day
6.65 7.70 2.50 6.11 8.27
10.05
Annual runoff
(in)
26.25 55.29 50.19 56.75 40.20 51.39
WASHINGTON 361
Carbon River near Fairfax. Wash. (12-0940) Lat 47"01'40", long 122°01'50"j drainage area, 78.9 sq mi; mean annual precipitation, 63.81 in.
Water year
19121930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Date
Nov. 19Feb. 5Mar. 31Feb. 26Nov. 13Dec. 9Oct. 25June 7Apr. 14Apr. 18Dec. 7May 1Nov. 29Dec. 19Nov. 23Dec. 3Jan. 7Dec. 28Dec. 11Nov. 7Nov. 23Nov. 27Feb. 9Oct. 3Jan. 31Dec. 9Feb. 8Dec. 11Dec. 10Dec. 6Nov. 12Nov. 23
Data relative to annual peak discharges
Peak discharge
(cfs)
a2,8401,7702,9505,5007,100
11,0006,5002,5501,8105,5602,6401,8104,0402,5804,7605,0204,3704,5005,9604,3302,4403,7504,7702,6104,5806,8602,4906,3205,2801,6104,3109,970
Antecedent base
discharge (cfs)
310240234180622228103768235248239374165280216114136278330411320486328172430395223384196297
1,1101,090
Direct runofi (in)
4.211.011.764.043.557.454.361.591.603.833.872.062.901.913.403.052.923.484.582.441.423.594.861.782.712.381.642.493.75
.601.365.79
Associated precipitation
(in)
1.35.96
5.133.695.56
11.689.932.734.514.185.073.232.954.615.085.053.205.596.043.723.923.778.166.175.183.595.824.235.492.526.37
11.08
Storm duration (days)
72333562447533343433355542323234
Antecedent precipitation
(in)
5-day1.622.50
.912.112.17
.92
.16
.87
.96
.6702.131.021.632.02
.29
.981.292.222.353.09
.013.161.104.294.831.102.391.182.366.493.20
30-day3.114.647.107.50
15.373.752.895.045.425.938.205.397.457.93
11.553.613.606.44
11.9612.4810.636.96
12.463.72
16.4412.365.54
14.875.499.81
11.4612.63
Annual runoff (in)
_52.2752.2674.6988.02
103.3474.1167.1263.7274.8470.9460.0647.4268.2771.7251.0968.9376.5076.5380.9573.6792.6585.3159.1661.6979.0172.0991.2472.2365.9790.9987.33
a Maximum daily discharge
Cedar River at Renton. Wash. (12-1190) Lat 47°28'50", long 122"12'10" drainage area, 197 sq mi; mean annual precipitation, 87.17 in.
Wateryear
1907194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 15Dec. 29Dec. 15Feb. 26Feb. 17Mar. 4Feb. 11Feb. 4Feb. 1Dec. 9Feb. 8Dec. 11Dec. 18Jan. 17Jan. 25Dec. 15
Peakdischarge
(cfs)
5,6502,6805,5102,7502,7804,160
2,1904,1103,2503,4803,6403,4602,1603,5205,860
Antecedentbase
discharge(cfs)
_651975790514900640659840922696
1,4301,900
6721,1701,060
Directrunoff
(in)
_1.183.76
.971.181.736.52
.541.83
.60
.67
.58
.73
.701.11l.lSj
Associatedprecipitation
(in)
_4.62
11.043.106.735.63
10.162.576.954.755.001.673.414.156.684.60
Stormduration(days)
_352534262224432
Antecedentprecipitation
(in)
5-day-
0.963.343.433.541.702.372.395.474.301.14
.796.522.19
.853.28
30-day
-6.21
11.6510.706.50
13.3611.217.65
23.169.925.61
13.5812.9212.2912.1816.65
Annualrunoff(in)
67.9757.1238.1662.4248.8156.9452.3334.3336.7249.2343.5560.5346.9830.4255.7358.03
Note. Flow partly regulated by Cedar Lake
362 WASHINGTON
Cedar River below Bear Creek, near Cedar Falls, Wash.(12- long 121°55'00"; drainage area, 25.4 so mi; mean annual
1145) Lat 47°20'40", precipitation, 82.57
Wateryear
1946-19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 28Dec. 11Nov. 7May 13Nov. 27Feb. 9May 13Jan. 31Dec. 9Feb. 8Dec. 12Dec. 9Apr. 20Nov. 12Nov. 22
Peakdischarge
(cfs)
1,1101,9401,2501,0901,5101,800
7641,9001,7701,5302,0002,720
9381,8807,620
Antecedentbase
discharge {cfs)
55208112275160
98426256219
8375
115340530
96
Directrunoff(in)
2.637.762.02
14.982.505.17
.804.033.902.272.463.441.043.598.28
Associatedprecipitation
(in)
5.7514.714.77(a)7.289.291.376.598.196.625.788.423.386.73
13.24
Stormduration(days)
373
a!544254322235
Antecedentprecipitation
(in)
5-day
0.571.502.15-
3.252.95
.075.976.511.442.501.062.395.751.06
30 -day
6.9310.9911.77
-11.0113.662.93
24.3516.526.47
15.557.215.69
10.8810.15
Annualrunoff(in)
95.9490.50
109.0695.12
114.69102.5576.8181.28
107.8894.49
116.4287.5567.30
124.90104.25
a Seasonal snowmelt rise.
Cedar River near Cedar Falls. Wash. (12-1150) Lat 47°22'20", long 121°37'30"} drainage area. 41.8 sq mi; mean annual precipitation, 78.85 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 28Dec. 11Nov. 7May 13Nov. 27Feb. 9Feb. 4Jan. 31Dec . 9Feb. 8Dec. 11Dec. 10Apr . 20Nov. 12Nov. 22
Peakdischarge
(cfs)
2,1603,8501,9201,4702,4603,0801,2503,2303,7303,0805,5906,0901,8105,0409,490
Antecedentbase
discharge(cfs)
93190104415154192140391230202157187595671150
Directrunoff(in)
4.064.863.29
12.256.049.561.595.003.392.823.484.931.504.408.23
Associatedprecipitation
(in)
6.057.264.54(a)
10.338.833.105.955.105.044.816.613.435.82
10.04
Stormduration(days)
333
a!574252223335
Antecedentprecipitation
(in)
5 -day
0.641.542.15-.02
2.752.365.094.741.042.221.252.494.841.06
30-day
6.8410.9811.89
-7.58
12.746.77
22.5914.344.88
16.215.926.12
10.268.57
Annualrunoff
(in)
90.4186.8499.1086.86
108.88101.6970.8376.03
100.2288.87
111.8684.4365.65
121.1293*20
a Seasonal snowmelt rise.
-Charley Creek near Eagle Gorge, Wash. (12-1055) Lat 47°15'00", long 121°47'00" drainage area, 11.0 sq mij mean annual precipitation, 72.52 in.
Wateryear
194719481949195019511952195319541955
Data relative to annual peak discharges
Date
Dec. 11Nov. 7Feb. 17Mar. 4Feb. 11Feb. 4Jan. 23Dec. 9Feb. 8
Peakdischarge
(cfs)
1,380559440810
1,510468
1,0702,4401,280
Antecedentbase
discharge(cfs)
1419733
10774
115183170
67
Directrunoff
(in)
4.602.012.723.248.601.773.025.624.18
Associatedprecipitation
(in)
5.662.775.584.447.562.354.305.254.36
Stormduration(days)
323342332
Antecedentprecipitation
(in)
5-day
1.472.302.541.842.331.573.994.05
.99
30-day
9.8312.045.46
10.789.725.29
13.1212.834.39
Annualrunoff(in)
81.3097.9378.98
110.88103.9569.7072.77
100.0288.74
WASHINGTON 363
Chiwawa River near Plain. Wash. (12-4565) Lat 47°50'30", long 120°39'40"; drainage area, 170 sq mi; mean annual precipitation 34.69 in.
Wateryear
1912191319141937193819391940194119421943194419451946194719481949
Data relative to annual peak discharges
Date
__
May 15June 3
lay 25,26May 16May 24May 2May 26May 26May 16May 31May 27May 8May 29May 16
Peakdischarge
(cfs)
__
a2j2702,8803,2102,1702,5401,3602,5103,0601,3602,7003,0603,0005,8804,250
Antecedentbase
discharge(cfs)
__
1,3601,3401,5701,0201,350
7801,120
735604850
2,7101,4302,840
836
Directrunoff(in)
__
4.333.728.234.265.063.451.508.61
.428.22
.907.262.96
12.64
Associatedprecipitation
(in)
(b)
1
TOTOTOTOb)20
(b)81
(b)39
(b)2 .98
(b)
Stormduration(days)
__
bllb9
b!5b!4b!3b!5
3b25
1b26
2b!7
3b25
Antecedentprecipitation
(in)
5-day__------.19-
0-.25-.50-
30-day__------
1.43-.97-.30-
3.26-
Annualrunoff(in)
41.5250.7245,6733.2842.4530.3532.0424.4129.3941.7321.1630.9943.0441.1447.4442.83
a Maximum daily discharge, b Seasonal snowmelt rise.
Cowlitz River at Packwood. Wash. (14-2265) Lat 46°36'40", long 121°40'45"; drainage area, 287 sq mi; mean annual precipitation, 66.05 in.
Water year
191219131914191519161917191819191930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 19June 3Jan. 5Nov. 3July 2June 17Dec. 18Jan. 23Feb. 20Jan . 28Feb. 26Nov. 13Dec. 21Nov. 5June 7Apr. 14Apr. 18May 29Dec. 15Nov. 29Dec. 2Nov. 23Dec. 3Jan. 7Dec. 28Dec. 11Oct. 19May 13Nov. 27Feb. 9June 4Jan. 31Dec. 9June 10Dec. 11Dec. 10May 25Dec. 3Nov. 23
Peak discharge
(cfs)
a!4,000a6,520
a!3,100a!3,40013,0009,400
28,80016,0005,0707,440
16,10020,50036,60026,5009,5609,220
15,70011,7009,4209,150
10,10020,30014,10014,10014,90019,00018,8009,850
22,90012,4006,410
12,50010,90010,10015,9009,9407,240
15,40034,300
Antecedent base
discharge (cfs)
_3,720
-740
3,7002,580
_2,5101,3601,300
5041,7601,7202,1003,0201,1001,1102,0801,290
421951895424416766
1,900910
2,150980
1,1102,7802,3401,4903,0901,520
9511,7401,520
580
Direct runoff
(in)
_5.3$'
_4.332.693.32
_4.232.341.533.092.477.093.091.941.763.603.191.961.682.173.342.151.733.223.224.16
11.136.914.254.612.611.93
12.591.721.73
29.392.177.31
Associated precipitation
(in)
(b)
2.801.710
_5.364.211.163.743.048.972.872.303.232.781.635.134.364.395.104.963.756.266.417.01(b)8.206.02(b)3.976.85(b)5.197.11(b)3.19
13.14
Storm duration (days)
_b8
-320_28332423426445444325
b!565
b944
b!622
b8136
Antecedent precipitation
(in)
5-day
_-
0.85.74.38_
5.351.182.911.742.703.881.98
.701.01
.14
.742.141.12
.492.50
.07
.721.252.311.04-.66
3.71-
3.186.36-
3.041.08-.09,61
30-day
_--6.801.391.46
_6.409.466.728.06
12.2917.5011.823.084.825.671.514.895.987.76
13.843.452.399.14
14.427.14-
5.4315.43
-23.0916.55
14.693.60-
23.388.37
Annual runoff (in)
66 8372.8965.7054.44
104,8178.0592.1775.2054.2556.4980.6696.07
110.3088.0171.9966.2080.4767.3658.2043.6661.0178.3846.8262.3686.5382.0089.9385.66
103.6195.1271.9374.4891.9078.52
114.3576.0467.6595.7887.11
a Maximum observed.b Seasonal snowmelt rise.
364 WASHINGTON
Deschutes River near Olympla, Wash. (12-0800) Lat 47°00'05", long 122°53'40"j
Wateryear
194619471948194919501951195219531954
Date
Dec. 29Jan . 26Mar. 22Feb. 18Mar. 6Feb. 10Jan. 31Jan . 10Dec. 10
Data relative to annual peak discharges
Peakdischarge
(cfs)
2,8003,5602,9503,8604,0804,6002,9902,8704,780
Antecedentbase
discharge (cfs)
330450352470730825580334540
Directrunoff
(in)
1.341.67
.911.651.952.56
.892.001.38
Associatedprecipitation
(in)
4.434.873.764.264.117.502.337.262.74
Stormduration(days)
242335242
Antecedentprecipitation
(in)
5 -day
1.27.81.52
2.671.552.42
.912.383.71
30-day
7.793.025.514.62
10.0310.594.888.66
10.76
Annualrunoff(in)
33.1829.8336.4534.3143.8943.4227.1728.5240.58
mnglas Creek near Alatown. Wash. (12-4630) Lat 47°35'00", long 120°00 drainage area. 114 sq mi; mean annual precipitation, 10.85 in.
Water year
1950 1951 1952 1953 1954
J.955
Data relative to annual peak discharges
Date
June 18 Mar. 26 Mar. 25 Aug. 26 Feb. 25 Feb. 8
Peak discharge
(cfs)
1,350 293 214
73 3,160
563
Antecedent base
discharge (cfs)
1.5 25 2.7 1.95 1.1 1.0
Direct runoff
(in)
0.18 .14 .06
0 .44 .20
Associated precipitation
(in)
1.33 0 0
.14 . .01
.09
Storm duration (days)
4 0 0 11 1
Antec precipi
(in
5-day
0.26 0 0 0
.21
.01
sdent tation
30 -day
1.04 1.35
.38
.46 1.32
.96
Annual runoff
(in)
1.50 .84 .27 .16 .67 .66
Dry Creek near Walla Walla, Wash. (14-0160) Lat 46°07'20", long 118°14'10"j drainage area, 48.4 sq mi; mean annual precipitation, 24.18 In.
Wateryear
194919501951195219531954195519561957195819591960
Not
Data relative to annual peak discharges
Date
Feb. 22Feb. 24Jan. 21Feb. 2Jan. 31Jan . 28Apr. 22Dec. 12May 17Feb. 12Apr. 1May 20
=. Small
Peakdischarge
(cfs)
3,340752870
1,070552_127
. 358373826528113
Antecedentbase
discharge(cfs)
704245415328333232376419.5
Directrunoff(in)
0.83.33.20.72.11.24.11.27.03.16.13.131
Associatedprecipitation
(in)
0.591.67
.431.33
.671.47
.82
.57
.641.24
.631.24
Stormduration(days)
221532221223
Antecedentprecipitation
(in)
5 -day
1.56.01.36.06.79.63.09.91.59.50
1.26.62
30-day
3.492.633.421.326.672.231.544.782.453.842.402.58
Annualrunoff(in)
_7.62
10.306.485.805.113.527.955.777.837.274,55
diversions above stations for Irrigation.
WASHINGTON 365
Dunpceness River near Sequim. Wash. ( 12-4801 Lat 48°00'55 M , long 12S°O7'RO"?
Wateryear
192419251926192719281929193019381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
rainaee area. 156 sq mi; mean annual precipitation 27.96 in.Data relative to annual peak discharges
Date
Feb. 11Nov. 19Dec. 23Dec. 1Jan. 12June 15Feb. 20Dec. 28Jan. 1Dec. 15Jan. 17Dec. 2May 26Dec. 3Feb. 7June 14Feb. 12Oct. 19Dec. 1Nov. 27Feb. 9Apr. 30Jan. 12Jan. 5Nov. 18Nov. 3Dec. 9Feb. 24Apr. 29Jan. 29
Peakdischarge
(cfs)
6,3403,120
7402,8601,4001,000
9205,3803,8504,0102,4004,1201,0101,5203,3801,2002,5302,7902,8206,8204,6001,8602,4803,9903,5706,7504,2702,6403,2806,380
Antecedentbase
discharge (cfs)
510415234355410680147228137442269310285110215550258215300290359425340340540300226584306242
Directrunofl(in)
2.691.06
.30
.70
.33
.66
.681.781.141.23
.57
.932.24
.27
.63
.401.64
.58
.501.851.93
.32
.881.201.001.92
.83
.57
.691.15
Associatedprecipitation
(in)
1.12.92.57
1.80.67.28.95
6.714.533.961.212.17
(a).93
2.291.843.743.872.813.922.931.141.646.942.344.60
.731.691.002.70
Stormduration(days)
243225543523
a!731343344136322232
Antecedentprecipitation
(in
5 -day
0.07.18.21.71.30.14.45.20.30
1.95.73.63_.66
2.07.28.18.73
2.45.80
2.08.44
3.28.40
2.66.58.96.26.33
1.21
30-day
2.274.812.403.862.64
.982.462.802.655.634.614.35
_1.674.421.123.941.858.685.598.161.158.544.974.823.732.255.631.041.79
Annualrunoff(in)
29.4539.0418.1537.7827.8122.7420.0335.9324.7133.5928.3129.6426.5017.3426.5930.1629.2037.8433.0642.2042.8727.6834.9947.4038.5745.5735.7534.2335.7834.86
a Seasonal snowmelt rise.
East Fork Touchet River near Dayton. Wash. (14-01long 117°54'05"; drainage area, 102 sq mi; mean
Wateryear
19411942194319441945194619471948194919501951
L65) Lat 46° 16 '45", annual precipitation, 23.26 in
Data relative to annual peak discharges
Date
July 6Nov. 13Apr. 2Mar. 9Feb. 8Dec. 28Dec. 15Jan. 7Feb. 17Feb. 24Feb. 12
Peakdischarge
(cfs)
a490287_357376
1,1901,2801,5301,2601,4801,370
Antecedentbase
discharge(cfs)
5748
3856883
10811314360
148116
Directrunoff
(in)
0.03.24.41.18.21.45
1.30.66.81.77
1.49
Associatedprecipitation
(in)
0.372.741.65
.271.211.741.522.70 '1.561.751.38
Stormduration(days)
13412342336
Antecedentprecipitation
(in)
5 -day
0.440
.63
.40
.23
.34
.37
.51
.54
.02,44
30-day
5.081.162,282.832.512.233.672.261.472.442.26
Annualrunoff(in)
_12.0518.008.99
11.0116.5914.9823.0918.6821.2021.25
a Maximum during period April to September.Note. Small diversions above station, for irrigation.
Fridav Creek near Burlington, Wash. (12-2010) Lat 48°34,20", long 122°20'15"; j . , n i ,-, .- i-nn-i ^7 -n ml mpan annnal precipitation, 3b.5/ in. . , _
Water year
1944 1945 1946 1947
n^tfl relative to annual peak discharges
Date
Dec. 3 Jan. 7 Oct. 25 Dec. 11
Peak discharge
(cfs)
a!95 960
al,090 825 537
Antecedent base
discharge (cfs)
9.3 81 3.7
54
Direct runoff
(in)
0.38 1.71 2.66 1.86
.30
Associated precipitation
(in)
2.14 4.33 9.07 5.06 1.37
Storm duration (days)
4 3 7 5 1
Antecedent precipitation
(in)
5-day
0.02 .81 .43 .86
2.70
30-day
0.71 2.28 2.50 5.03 9.74
Annual runoff
(in)
14.31 25.18 38.82 25.91 31.99
a Maximum observed.
366 WASHINGTON
Friday Creek near Lester, Wash. (12-1040) Lat 47°13'10", long 121°27' drainage area, 4.55 sq mi; mean annual precipitation, 67.67 in.
10"
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 28Dec. 11Nov. 10May 12Nov. 27Feb. 11May 20Jan. 31Dec. 9Feb. 8Dec. 11Dec. 10Apr. 20Nov. 12Nov. 22
Peakdischarge
(cfs)
194497219173228262125300412424406474181738
1,370
Antecedentbase
discharge(cfs)
8.7361847141292404014.213.218.8546115
Directrunoff
(in)
2.393.304.96
14.014.245.51
.703.522.743.232.674.431.103.736.82
Associatedprecipitation
(in)
5.327.266.96(a)8.876.271.054.965.295.615.026.322.225.46
10.21
Stormduration(days)
336
a!764242322224
Antecedentprecipitation
(in)
5-day0.58
.941.89-.02
2.10.16
4.195.952.052.471.802.595.542.41
30-day5.729.049.30-
6.126.233.28
19.4315.736.11
13.8911.186.089.91
10.95
Annualrunoff(in)
90.2485.3888.4782.4094.9686.6762.7364.8194.4978.18
102.6578.8953.21
108.6785.61
a Seasonal snowmelt rise.
Green River at Kanaskat. Wash. (12-1070) Lat 47°19'10", long 121°53'30"j drainage area, 240 sq mi; mean annual precipitation, in.
Water year
1911
Data relative to annual peak discharges
Date
May 19
Peak discharge
(cfs)
3,450
Antecedent base
discharge (cfs)
1,440
Direct runoff (in)
0.11
Associated precipitation
(in)
1.97
Storm duration (days)
3
Antec precipi
(in
5-day1.74
edent tat ion
30-day4.96
Annual runoff (in)
-
Green River near Auburn. Wash. (12-1130) Lat 47°18'15", long 122°12'10"j drainage area, 382 sq mij mean annual precipitation, 64.80 in.
Water year
193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 15Apr. 18Dec. 8Feb. 10Nov. 29Dec. 19Nov. 23Dec. 3Jan. 7Dec. 29Dec. 11Nov. 8Feb. 17Mar. 4Feb. 10Feb. 4Feb. 1Dec. 10Feb. 8Dec. 12Dec. 10Apr. 20Nov. 13Nov. 23
Peak discharge
(cfs)
6,82014,4005,4205,1507,2909,310
10,90012,90013,60012,80022,0008,9609,470
11,80018,4006,280
13,40018,30015,50020,30013,9005,780
15,90028,100
Antecedent base
discharge (cfs)
1,7401,580
710840365
1,100963280535900780
1,870818
1,1001,640
8803,3001,8301,2701,980
6972,6203,520ijgoo
Direct runoff
(in)
1.652.86
.842.041.201.741.821.932.512.633.472.041.651.945.93
.943.372.392.532.401.96
.641.585.23
Associated precipitation
(in)
3.984.381.296.672.845.444.114.575.164.057.033.506.364.647.342.345.434.104.694.305.662.695.009.91
Storm duration (days)
433533465334634252323336
Antecedent precipitation
(in)
5-day0.55
.212.56
.42
.641.70
.82
.211.91
.692.902.30.2.841.602.331.844.523.40
.932.471.252.914.361.20
30-day5.266.296.922.386.256.23
11.222.333.885.70
12.2211.775.77
10.9810.495.43
17.6811.845.25
13.965.376.329.568.20
Annual runoff (in)
39.3850.5041.7234.6623.5240.6446.1429.4745.6857.7651.5660.7049.6163.2158.0335.0239.6357.6448. 4563.5344.5036.0763.4058.43
Note. Diversion of about 85 cfs prior to Mar. thereafter for municipal use by city of Tacoma. domestic use and irrigation above station.
1,Many small diversions for
WASHINGTON 367
Green River near BJ.ack Diamond. Wash. (12-1075) Lat 47°17'00", long 122°03'10" drainage area, 281 sq ml; mean annual precipitation, 77.22 In.
Wateryear
194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Feb. 10Nov. 29Dec. 19Nov. 23Dec. 3Jan. 7Dec. 29Dec. 11Nov. 8
Peakdischarge
(cfs)
4,7108,6808,360
11,00013,90014,40011,10021,1008,730
Antecedentbase
discharge(cfs)
640219896860205446624
1,320950
Directrunoff(in)
2.271.541.711.942.472.652.624.602.27
Associatedprecipitation
(in)
6.363.737.004.576.485.675.577.974.48
Stormduration(days)
555344363
Antecedentprecipitation
(in)
5 -day0.37
.76
.27.99.18
2.20.85.64
2.24
30-day2.665.736.00
14.602.804.466.519,78
11.03
Annualrunoff(in)
38.2623.4445.0254.7832.7751.2364.0158.3370.28
Note. City of Tacoma diverted about 85 cfs for municipal use.
Green River near Lester. Wash. (12-1045) Lat 47°12'30", long 121°33'10";£ « * «- ~ «-««.« i r\ A *,*, _ » - -.« _ ..-, i . AA J_JJ__.I,.*_.~ n/N r\-7 _
Wateryear
194619471948194919501951195219531954195519561957195819591960
rainasce area, 104 sq ml; mean annuaj. precipitation, bO.bS in.Data relative to annual peak discharges
Date
Dec. 28Dec. 11Nov. 8May 13Nov. 27Feb. 9Apr. 19Jan. 31Dec. 9Feb. 8Dec. 12Dec. 9Apr. 20Nov. 12Nov. 22
Peakdischarge
(cfs)
4,01010,2003,9202,8403,6104,7901,6804,9906,0205,2807,6307,4002,8606,840
22.000
Antecedentbase
discharge(cfs)
129486195828210280415500520236218232952
1,700300
Directrunoff
(in)
2.534.932.779.944.584.991.373.582.892.282.733.60
.992.14
10.98
Associatedprecipitation
(in)
6.4512.255.15(a)9.626.27
.704.525.694.984.404.632.334.278.49
Stormduration(days)
353
a!564143223225
Antecedentprecipitation
(in)
5 -day
0.481.351.94-.03
2.03.64
3.574.461.112.131.393.164.981.31
30-day5.57
10.3910.34
-6.58
11.906.72
19.7314.505.19
14.205.358.969.719.11
Annualrunoff
(in)
55.6752.0062.7658.3667.9260.7040.4943.1660.5952.1271.9450.3738.0572.7466.74
a Seasonal snowmelt rise.
368 WASHINGTON
Green River near Palmer. Wash. (12-1065) Lat 47°17'40", long 121°49'20"j drainage area, 230 sq mi; mean annual precipitation, 70.22 in.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 26Nov. 13Dec. 9Oct. 25Jan. 4Apr. 14Apr. 18Dec. 7Feb. 10Nov. 29Dec. 19Nov. 23Dec. 3Jan. 7Dec. 28Dec. 11Nov. 7Feb. 17Mar. 4Feb. 9Feb. 4Jan. 23Dec. 9Feb. 8Dec. 11Dec. 10Apr. 20Nov. 12Nov. 23
Peak discharge
(cfs)
17,40014,90021,70013,4007,0805,580
13,2006,3005,0408,0707,900
11,20014,60013,60011,40023,2008,5107,3409,050
14,5005,940
12,70017,60014,10018,30014,5005,700
15,80027 ,800
Antecedent base
discharge (cfs)
4201,4001,350
133900
1,3001,180
620601260780695229395550
1,210445475
1,7401,000
7401,4301,510
8501,090
6002,4602,890
970
Direct runoff (in)
4.904.027.044.092.971.573.361.192.652.031.432.373.073.172.809.81
.951.782.335.631.282.433.023.352.763.52
.752.846.91
Associated precipitation
(in)
5.475.567.74
10.757.683.975.091.487.073.516.314.785.795.785.21
14.724.285.884.437.592.864.875.785.804.886.732.586.01
11.16
Storm duration (days)
32365422643353393334232323236
Antecedent precipitation
(in)
5 -day
2.861.126.23
.571.50
.87
.213.11
.19
.681.691.07
.162.33
.91
.602.274.041.542.541.714.244.261.362.511.423.165.101.23
30-day7.75
14.6111.052.764.805.767.208.582.566.757.17
13.942.954.616.799.84
11.308.43
10.7812.145.70
14.5814.265.98
15.106.287.08
10.179.23
Annual runoff (in)
72.9184.0587.0366.4356.4451.6261.7954.7943.3630.0052.2562.0839.3957.2772.0464.9678.0769.0484.3774.3052.1054.6776.3564.7383.2361.8748.2188.7877.67
Kalama River below Italian Creek, near Kalama. Wash. (14-2235) Lat 46°02'30", long 122°49'00"; drainage area, 201 sq mij mean annual precipitation, 91.62 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 13Jan. 7Feb. 17Feb. 24Feb. 11Feb. 4Jan. 18Dec. 9Feb. 8Dec. 11Feb. 26Dec. 19Jan. 24Nov. 23
Peakdischarge
(cfs)
14,4007,4609,300
11,6008,6609,1409,660
16,0009,140
12,1008,3108,0808,8506,990
Antecedentbase
discharge(cfs)
2,8001,700
8902,1501,5001,3803,3401,8001,3702,270
8321,1301,8001,920
Directrunoff
(in)
8.681.672.123.534.764.845.132.122.241.803.481.532.062.10
Associatedprecipitation
(in)
9.333.392.264.514.753.946.383.704.172.314.114.493.645.09
Stormduration(days)
63336652324333
Antecedentprecipitation
(in)
5 -day
1.082.653.87
.691.25
.452.425.021.362.37
.17
.65
.552.49
30 -day
7.938.245.708.39
12.706.74
10.9216.325.67
14.925.327.409.636.11
Annualrunoff
(in)
80.9489.7876.8196.5290.4979.3081.3092.9674.89
114.2867.5876.7888.9380.64
WASHINGTON 369
Middle Fork Snogualmle River near North Bend. Wash. (12-1415) Lat 47°29'20"; long 121°45'55 ; drainage area, 169 sq mi; mean annual precipitation, 89.09 in.
Water year
190919101911191219131914191519161917191819191920192119221923192419251926193019311932
Data relative to annual peak discharges
Date
June 1Nov. 23
_Nov. 18Feb. 16Oct. 10Nov. 2Mar. 9June 24Dec. 18Dec. 14Nov. 15Dec. 30Dec. 12Dec. 24Feb. 12Dec. 11Jan. 5Feb. 1Jan. 28Feb. 25
Peak discharge
(cfs)
8,10026,700
_22,8004,910
11,1008,1009,4506,620
23,20015,20010,20012,30022,00014,20022,00011,70010,5007,9009,150
25.600
Antecedent base
discharge (cfs)
2,050-___348450690
2,700725
1,010540480800640
1,260596-278590380
Direct runoff (in)
2.54____
5.174.684.611.247.264.953.315.286.965.554.395.23
-2.232.867.76
Associated precipitation
(in)
.68____
3.093.586.531.196.638.192.236.379.815.683.557.16-
3.373.357.74
Storm duration (days)
3____553263333323-434
Antec precipi
(in
5 -day
0.65___-.30
01.76
.528.22
.94
.352.53
.791.28
.471.48
_.21
3.182.71
edent tation
30-day
2.41___-
1.404.81
11.365.57
16.4612.568.41
11.4116.106.709.306.38-
4.428.82
10.29
Annual runoff (in)
75.75102.7681.5895.96
101.2789.4559.73
118.8399.63
121.63102.7692.70
115,1593.4593.9589.1997.5571.7769.5880.20
110.73
Mill Creek at Walla Walla. Wash. (14-0150) Lat 46°04'40", long 118°17'00"j drainage area, 96 sq mi; mean annual precipitation, 50.81 in.
Water year
1941194219431944 1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 8June 27Apr. 1Mar. 9Feb. 8Dec. 28Dec. 12Jan. 7Feb. 22Jan. 22Feb. 11Oct. 23Jan. 18Jan. 29Apr. 10Dec. 22Dec. 11Apr. 20Jan. 27Feb. 8
Peak discharge
(cfs)
a362573714766864
2,7601,6001,480
_1,7301,810
7641,630
594456967908
1,220908444
Antecedent base
discharge (cfs)
7".0
2.8332
54202195538625
103344963
10215651
203313119
Direct runoff
(in)
0.20.42.81.38.39
1.39.53
1.00.46.56
1.98.57
1.18.41.36.61.29.60.31.26
Associated precipitation
(in)
1.953.452.16
.361.983.121.423.29
.831.351.103.574.302.14
..901.252.292.202.262.53
Storm duration (days)
23513524245432222423
Antec precipi
(in
5-day
0.050
.891.02
.47
.44
.77
.461.681.32
.68
.811.33
.87
.44
.92
.33
.811.74
.80
edent tation
30 -day
4.313.672.194.374.613.125.323.704.174.313.365.253.673.853.307.151.574.635.183.23
Annual runoff
(in)
_7.63
19.5811.1313.7521.4715.9426.6319.8720.7521.4119.8912.579.275.89
13.4410.5912.9113.788.62
a. Maximum during period April to September.
370 WASHINGTON
Mill Creek near Walla Walla. Wash. (14-0130) Lat 46°00', drainage area, 60 sq mi; mean annual precipitation, 33.
long 118°07' 05 in.
Water year
1914191519161917194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 27May 19Mar. 10May 13Feb. 28Nov. 29June 26Jan. 1Mar. 9Feb. 8Dec. 28Dec. 12Feb. 26Mar. 19Feb. 24Feb. 11Oct. 24Feb. 3Dec. 20Apr. 10Dec. 22Dec. 11Apr. 20Dec. 11Mar . 30
Peak discharge
(cfs)
a443a440a778
1,120763542902628721659
2,6101,4401,680
6021,6801,330
6061,400
678410
1,300874
1,380924386
Antecedent base
discharge (cfs)
284182
92372
783645
13053563689
259158148
92180160120118
9140
325182190
Direct runoff
(in)
1.28.39
1.026.351.13
.34
.71
.75
.49
.53
.471.08
.821.431.292.03
.361.37
.41
.561.02
.54
.71
.60
.18
Associated precipitation
(in)
(b)0.66
.45(b)
2.501.803.593.09
.392.143.911.581.431.752.431.322.444.071.701.031.522.751.311.891.80
Storm duration (days)
b621
b!5422513722924263122121
Antecedent precipitation
(in)
5-day_
0.651.36-.76.30.01
1.671.05
.49
.04
.851.13
.26
.03
.491.912.11
.0901.02
.412.07
.97
.79
30 -day_
2.851.92
_6.283.792.737.784.664.902.925.752.663.944.033.377.12
12.947.054.006.381.958.237.193.01
Annual runoff (in)
18.1614.9125.9231.2616.1112.2317.1024.2514.1218.7825.2123.8030.2326.0430.0326.8726.1523.3020.8516.3723.6320.4625.1926.3620.25
a Maximum observed.b Seasonal snowmelt rise.Note. Some diversion by city of Walla Walla for municipal use.
Nlsqually River near Alder, Wash._ (12-0840) Lat 46°46'05 drainage area, 252 sq ml; mean annual precipitation, 78
", long 122°16'05"j .60 in.
Wateryear
1932193319341935193619371938193919401941194219431944
Data relative to annual peak discharges
Date
Feb. 26Nov. 13Dec. 22Oct. 25Jan. 12Apr. 14Apr. 18Jan. 2Dec. 15Jan. 18Dec. 19Nov. 23Dec. 3
Peakdischarge
(cfs)
14,60012,60025,00014,4006,2308,1009,6206,6609,8805,0109,520
12,9008,500
Antecedentbase
discharge(cfs)
5701,7001,900
1901,6901,120
945728
1,280732900900330
Directrunoff
(in)
3.612.627.494.171.562.602.472.922.491.172.072.741.91
Associatedprecipitation
(in)
4.185.598.819.496.316.373.647.755.903.035.074.284.71
Stormduration(days)
2246472942344
Antecedentprecipitation
(in)
5 -day2.642.094.44
.084.171.29
.261.553.26
.712.192.65
.14
30-day10.8817.2920.771.57
13>765.387.248.976.886.929.29
13.473,03
Annualrunoff(in)
73.1280.8790.2571.3460.2056.9868.7555.6655.3537.7454.0966.2841.03
WASHINGTON 371
Nlsqually River near National. Wash. (12-0825) Lat 46°45'10", long 122°05'00";73.97 in.
Wateryear
194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 23Dec. 3Feb. 7Dec. 28Dec. 11Nov. 8May 13Nov. 27Feb. 11Feb. 4Jan. 31Dec. 9June 10Dec. 12Feb. 26Apr. 20Nov. 12Nov. 23
Peakdischarge
(cfs)
6,8704,8305,2805,0009,5605,5603,0108,1607,1702,7004,7606,6403,7408,2803,6802,7905,450
10,900
Antecedentbase
discharge (cfs) .
372255488496620530
1,050434577420
1,1101,040
993723271800
1,600849
Directrunoff(in)
3.151.772.693.243.633.137.334.356.631.222.101.668.921.832.301.341.025.98
Associatedprecipitation
(in)
5.524.974.876.176.365.78(a)7.738.162.874.744.34(a)4.766.326.306.58
13.10
Stormduration(days)
422326
al365242
1524626
Antecedentprecipitation
(in)
5-day
3.071.061.951.493.332.22-.18
4.122.863.767.30-
2.87.44
1.336.981.38
30 -day
14.484.239.889.20
15.1513.79
-6.30
15.037.92
23.9217.94
-17.909.884.65
12.8010,34
Annualrunoff(in)
71.9950.7268,9283.6576.7593.0074.1293.3987. 4b67.6472.3686.8274.85
101.4572.9975.2886.1188.74
a Seasonal snowmelt riss,
Nookaack River near Glacier. Wash. (12-2055) Lat 48°54'15", long 121°59'30"j drainage area, 195 sq ml; mean annual precipitation, 54.08 In.
Water year
1934 1935 1936 1937 1958
Data relative to annual peak discharges
Date
Nov. 5 June 11 June 21 Oct. 28
Peak discharge
(cfs)
8,810 4,240 6,150 9.400
Antecedent base
discharge (cfs)
730 2,320 2,830
740
Direct runoff (in)
1.56 .63
3.55 2.02
Associated precipitation
(in)
4.69 .58
4.35 7.80
Storm duration (days)
2 2 6 2
Antecedent precipitation
(in)
5-day
7.16 .51 .32
1.69
30 -day
21.93 4.49 2.08 6.93
Annual runoff (in)
100.20 80.28 69.23 68.16 81.55
North Fork Cedar River near Lester. Wash. (12-1135) Lat 47°19'00", long 121°30'00"; 8.81 sq ml; mean annual precipitation, 82.69 In.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 7Oct. 25Dec. 11Oct. 19May 12Nov. 27Feb. 9May 13Jan'. 23Dec. 9June 9Dec. 11Dec. 9Apr. 20Nov. 6Nov. 22
Peakdischarge
(cfs)
1,180575
1,050645590960
1,200363_604556
1,2802,320
402962
3,160
Antecedentbase
discharge(cfs)
14185932
108503360
11068
1092448
1196235
Directrunoff
(in)
5.802.474.524.38
19.483.988.324.083.172.23
18.643.576.211.021.569.22
Associatedprecipitation
(in)
6.563.757.747.27
(a)7.009.711.314.745.26
(a)5.808.223.392.46
10.65
Stormduration(days)
3235
a!534622
a!622214
Antecedentprecipitation
(in)
5-day1.962.091.87
.87-
3.343.03
.084.206.36-
2.641.102.652.321.30
30-day
4.774.96
12.177.25-
11.4713.972.67
18.0116.54
-17.417.235.72
11.719.91
Annualrunoff(in)
92.46109.05103.29123.70108.66131.35121.3686.3392.38
122.38108.86129.5510'2.3281.39
138.43126.30
a Seasonal snowmelt rise.
372 WASHINGTON
North Fork SkokomlBh River near Hoodsport, Wash. (12-575) Lat 47°24'50", long 125°12'40"; drainage area, 93.7 sq ml; mean annual precipitation, 126.51 in.
Wateryear
1913191419151916191719181919192019211922192319241925
Data relative to annual peak discharges
Date
Sept. 4Jan. 6Oct. 19Dec. 8Nov. 4Dec. 18Dec . 4Dec. 24Feb. 11Dec. 12Dec. 27Jan. 31Feb. 2
Peakdischarge
(cfs)
3,19014,0006,0308,0302,2609,5807,5306^,3805,680
12,1007,860
12,4005.530
Antecedentbase
discharge(cfs)
248646747980230366453510614
1,0301,020
322915
Directrunoff
(in)
2.3516.857.052.851.39
13.144.953.543.418.593.28
10.986.22
Associatedprecipitation
(in)
3.5716.9513.502.232.30
13.334.452.626.659.293.568.78
11.43
Stormduration(days)
3842283252256
Antecedentprecipitation
(in)
5 -day
01.572.052.322.761.21
.343.09
.8005.98
.101.65
30-day
0.996.11
12.8811.453.146.566.533.888.99
10.2110.435.17
21.55
Annualrunoff(in)
_137.36111.76135.7386.30
107.77125.1985.25
142.57117.8494.2689.49
124.56Note. Plow regulated by Lake Cusbman beginning October 1925.
North River near Raymond. Wash. (12-170) Lat 46°48'30", long 123°51'00 drainage area, 219 sq ml; mean annual precipitation, 64.11 in.
Water year
192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Nov. 24Mar. 27Dec. 23Apr. 13Feb. 27Jan. 9Dec. 10Jan . 23Feb. 28Apr. 15Dec. 29Feb. 13Dec. 16Jan. 18Dec. 20Apr. 2Dec. 4Feb. 8Dec. 30Jan. 27Mar. 23Feb. 23Dec. 29Feb. 11Feb. 5Jan. 24Jan. 6Nov. 19Dec. 13Dec. 9Dec. 27Nov. 13Nov. 22
Peak discharge
(cfs)
8,6105,6604,9007,320
11,0007,240
35,00024,0007,8906,600
a20,0007,1007,3605,4407,8905,4107,2306,6007,2307,6605,8008,660
10,70014,8006,6609,0409,2406,7107,9408,8405,5608,480
11.500
Antecedent base
discharge (cfs)
2,030738565800700880546900380
1,0201,090
960500642832270200577898580540760
IjllO800
1,7002,300
932750
2,020829
2,5702,230
364
Direct runoff (in)
2.592.891.843.995.225.49
23.1412.234.674.49
11.463,924.482.565.702.644.334.394.385.453.284.548.799.071.773.217.693.242.132.752.052.955.79
Associated precipitation
(in)
3.905.193.743.356.126.98
16.409.806.646.25
10.004.084.654.107.273.777.706.607.187.395.394.87
10.218.602.365.989.565.884.496.464.685.06
10.74
Storm duration (days)
332845933552335566346374235523325
Antec precipi
(in
5-day
1.74.99.95
2.574.554.65
.62
.984.001.38
.412.132.27
.34
.404.12
.18
.051.361.70
.264.481.442.503.133.15
.481.101.47
.795.694.68
.37
edent tation
30-day
11.103.766.46
13.4410.3016.286.09
14.215.634.67
10.4510.806.447.306.796.243.36
10.4410.834.199.75
11.1312.7713.1010.3917.7714.984.06
12.186.03
10.7710.615,27
Annual runoff (in)
66.8040.1636.7448.9081.7976.4899.8574.5547.2747.0668.5350.2754.0736.4944.6251.3536.7944.8061.6950.8464.1557.0478.9275.3251.5657.3972.8255.8381.4355.3550.9168.2865,54
a Maximum daily discharge
WASHINGTON 373
Puyallup River near Orting, Wash. (12-0935) Lat 47°02'20", long 122°12'25"; drainage area, 172 sq mi; mean annual precipitation, 65.57 In.
Water year
19321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 26Nov. 13Dec. 10Nov. 5June 7Apr, 14Apr. 18Feb. 15Dec. 15Nov. 29Dec. 19Nov. 23Dec. 3Jan. 7Dec. 28Dec. 11Nov. 7Feb. 17Nov. 27Feb. 11Oct. 3Jan. 31Dec. 9Feb. 8Dec. 11Dec. 9Dec. 25Nov. 12Nov. 22
Peak discharge
(cfs)
6,95011,80012,8008,9004,8504,6408,6805,1105.6005,6006,7007,4505,8005,2405,530
11,2008,3004,7209,7206,2503,0604,730
10,1004,420
12,1004,3602,7404,840
12,900
Antecedent base
discharge (cfs)
652850850620860404430450610235445450206256509761936330415699276860740499976400798
1,7103,980
Direct runoff (in)
2.963.395.283.801.992.162.391.142.011.542.011.871.831.602.383.832.011.071.304.351.121.922.401.331.801.81
.49
.661.81
Associated precipitation
(in)
4.005.737.678.672.935.484.093.686.234.914.584.874.823.375.957.634.186.184.298.096.075.075.165.603.375.873.424.867.33
Storm duration (days)
33362642433443433355454323213
Antecedent precipitation
(in)
5 -day
2.072.295.392.97
.781.21
.542.513.221.001.922.39
.17
.951.342.272.292.261.573.291.203.674.84
.991.501.265.186.154.19
30-day
7.9715.998.71
10.765.385.136.29
10.346.927.338.61
12.093.543.217.31
11.9312.414.638.02
12.693.72
17.8512.405.15
13.364.97
12.1210.8011.40
Annual runoff (in)
56.5968.4877.7758.3850.3147.9455.6751.4746.4636.7153.2649.7041.8152.0859.3158.7366.6952.7164.9562.4745.6448.3360.8552.8371.6454.1051.9563.8365.10
374 WASHINGTON
Railroad Creek at Lucerne. Wash. (12-4515) Lat 48°11'45", long 120°55'50"; drainage area, 64.8 sq ml; mean annual precipitation, 57.70 in.
Water year
191119121913192719281929193019511932195319341935193619371938193919401941194219431944194519461947194819491950195119521953195419551956.1957
Data relative to annual peak discharges
Date
June 14May 20June 10June 8May 22May 24
JunelO.llMay 14June 14June 15Apr. 24June 8
June 2,3June 17June 23May 29May 24June 13May 25July 2May 15May 31May 28May 8May 28May 12Nov. 27May 11June 5July 8July 1June 12May 31May 18
Peak discharge
(cfs)
924900806
1,9101,860
981674843956
1,4601,5801,2301,6701,3801,7001,2001,250
6221,6201,180
6981,5301,1901,2003,9001,340
bl,1902,4401,1601 , 1801,3402,8203,0301^560
Antecedent base
discharge (cfs)
_--
313752410258342447418558596910626503381389301262373219271800587268272
92966575734777960
1,020792
Direct runoff
(in)
_--
7.747.973.852.945.115.395.148.475.252.261.585.73
.755.092.214.925.64
.565.706.004.84
14.887.511.581.915.085.61
.768.59
12.99.56
Associated precipitation
(in)
_--(a)a)aaa
aa)
1.932.54
(a).66aaaa87aaa)a)
(a6.331.41
(a(a).66( a(a
1.31
Storm duration (days)
_--
a!6a!3alla!2alla!4allal5all
26
all1
al4alOa!5a!5
1a!9alla!5a25a!8
62
a!2all
1a!2a!7
Q
Antecedent precipitation
(in)
5-day
_--_--_---_-
0.28.90-.08-_--.01--_--.04.66--.14--.14
30 -day
_-__--_--__-
1.00.95-
1.14-_--
1.17-----
5.221.15
_-
1.66--.51
Annual runoff (in)
44.7756.5040.3440.8449.3529.3929.5030.8941.2549.0158.4949.8735.2736.5644.5853.7534.9755.1756.5938.5526.8231.5545.0441.8254.1643.9556.2262.1839.8646.0255.0945.5961.0744.42
a Seasonal snowmelt rise, b Maximum daily discharge
Rex River near Cedar Falls, WasJL. (12-1155) lat 47°21'10' drainage area, 15.0 sq mi; mean annual precipitation,
, long 121°59'50"j t.57 in.
Wateryear
194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
Dec . 28Dec. 14Nov. 7Nov. 23Nov. 27Feb. 11Feb. 4Jan. 25Dec . 9Feb. 8Dec. 11Dec. 9Apr. 19Nov. 12Nov. 22
Peakdischarge
(cfs)
1,760al,250
1,090938
1.5-301 ,490
6351,8602,1401,7702,1602,5501,0702,1604,200
Antecedentbase
discharge(cfs)
399164 -'< 5''fl
50 ^ u
92115
7 0fi i50
240245
42
Directrunoff
(in)
6.287.602.832.492.84
10.011.404.295 . 824.402 . G 37.012.185.919,77
Associatedprecipitation
(in)
5.396.545.522.945.32
10.262.905.633 . SO6 .021.874.912.904.499.96
Stormduration(days)
133354252222225
Antecedentprecipitation
(in)
5-day
1.316 . 472.783 . h 72.95£ . 8 ;-2 .324,R75.111.25
.941.703.364.671.71
30 -day
8.3919.0214.6810.9511. 75rj.287.58
17.5715. 12
5 .5314. IS3.847.75
10.879.40
Annualrunoff
(in)
115.47109.66122.84103.98128.12111.3392,0091.59
122.'-'8104.17125.11106.1877.35
148.37115.96
a Maximum dai.ly discharge.
WASHINGTON 375
Samish River near Burlineton. Wash^ (12-2015) Lat 4S°32'45", long 1 22°20 ' 1 5" ;drainage area, 87.8 sq mi; mean annual precipitation, 36.37 in.
Wateryear
19441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 3Jan. 7Oct. 25Dec. 11Oct. 19Feb. 17Dec. 28Feb. 10Jan. 31Jan. 31Dec. 9Feb. 8Nov. 3Dec. 9Jan. 16Nov. 12Dec. 15
Peakdischarge
(cfs)
9982,8204,3102,7501,2104,9905,8304,0301,2102,1502,3302,4202,0003,6701,4902,6702,690
Antecedentbase
discharge(cfs)
48186
73202105159280292195530560371352183315435380
Directrunoff(in)
0.682.203.622.52
.502.863.723.74
.641.09
.691.19
.971.92
.671.651.10
Associatedprecipitation
(in)
2.154.146.634.322.124.635.574.731.031.861.862.482.192.721.613.142.57
Stormduration(days)
43252234232322342
Antecedentprecipitation
(in)
5 -day
1.20.73
1.753.242.291.312.151.26
.332.102.53
.451.51
.96
.89
.95
.84
30-day
5.102.442.867.544.294.449.646.422.94
10.337.402.015.372.743.445.538.71
Annualrunoff(in)
19.1233.3050.9032.3240.0939.0051.3942.3427.7928.7144.2138.6539.0143.1123.4546.4640.90
Satsop River near Satsop. Wash. (12-0350) Lat 47°00'05", long 123°29'40",- "drainage area. ^90 'sq mi; mean annual precipitation 89.25 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 14Dec. 23Jan. 23Feb. 26Jan. 8Dec. 21Jan. 22Jan. 4Apr. 14Dec. 28Jan. 1Dec. 15Jan. 18Dec. 19Apr. 1Dec. 3Feb. 7Apr. 11Jan . 25Oct. 19Feb. 22Dec. 28Feb. 9Jan. 30Jan. 23Dec. 12Nov. 18Nov. 3Dec. 10Dec. 26Apr. 30Nov. 20
Peak discharge
(cfs)
a8,87011,30019,20030,90015,30024,50046,60016,60015,20030,10025,60018,70025,20013,20013,10019,90028,00017,20024,00017,30027,00027,60036,20015,80026,70024,30029,30027,80032,00014,20026,10028.700
Antecedent base
discharge (cfs)
1,3801,2501,3201,1204,0003,1002,070
8801,1401,450
9103,2701,4401,4502,700
4761,1401,4301,1001,0003,1801,5002,4002,1003,2003,7005,9203,5901,2103,9301,3204,780
Direct runoff (in)
3.052.586.01
10.024.715.70
11.038.766.759.949.724.975.635.303.275.548.844.859.324.636.427.20
11.944.025.072.445.175.374.822.075.022.53
Associated precipitation
(in)
6.404.837.859.665.468.84
14.159.978.99
11.3411.9610.266.408.054.647.19
10.545.148.637.637.50
10.4412.514.577.445.128.09
11.459.716.509.557.67
Storm duration (days)
53343326547435446456265332322432
Antecedent precipitation
(in)
5-day
1.571.41,
.903.024.577.001.324.682.32
.951.814.50
.32
.074.69
.12
.19
.071.731.285.462.473.383.144.796.524.234.491.644.64
.46
.53
30-day
10.417.95
11.718.76
18.1725.0718.319.897.21
11.5810.7812,919.24
11.306.673.06
11.916.624.585.07
12.9416.7717.7412.4025.4022.1617.2016.996.53
14.908.85
18.35
Annual runoff (in)
-58.5382.78
119.6499.59
113.89113.0679.2077.41
108.6373.9988.4670.7468.4079.9458.1485.52
101.6785.1293.7089.18
123.73114.6578.9895.28
108.8191.45
121.7987.3280.29
102.62101.22
a Maximum daily discharge during period March to September.
770-960 O-65-26
376 WASHINGTON
Smay Creek near Lester, Wash. (12-1050) Lat 47°15'40", long 121°33'50"; drainage area, 8.71 sq ml; mean annual precipitation, 69.22 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 11Nov. 8May 12Nov. 27Feb. 9May 21Jan. 31Dec. 9Feb. 8Dec. 12Dec. 10Apr. 20Nov. 12Nov. 23
Peakdischarge
(cfs)
a800412
a280332457147447534422478617230702
2,380
Antecedentbase
discharge(cfs)
6345604240958182363440
100131
72
Directrunoff(in)
10.812.26
18.652.904.805.012.711.952.411.952.94
.682.748.10
Associatedprecipitation
(in)
13.144.56(b)9.116.77(b)5.435.325.087.166.732.765.559.56
Stormduration(days)
63
b3064
blO52322224
Antecedentprecipitation
(in)
5-day
1.061.89-.49
2.46-
4.486.011.332.431.042.495.562.35
30-day
9.799.54
-7.07
11.93-
20.0015.706.15
14.236.485.88
10.019.87
Annualrunoff(in)
75.7094.3076.15
102.7289.1264.6060.3389.5177.5996.5875.6756.10
107.9691.93
a Maximum daily'discharge, b Seasonal snowmelt rise.
Snow Creek near Lester. Wash. (12-1035) Lat 47°15'00", long 121°24'00" drainage area, 11.9 sq mi; mean annual precipitation, 84.82 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 28Dec. 11Nov. 8May 12Nov. 27Feb. 9May 13Jan. 31Dec. 9Feb. 8Dec. 11Dec. 9Apr. 20Nov. 12Nov. 23
Peakdischarge
(cfs)
443988930488692842298
1,2101,130
9501,2101,730
449716
3,400
Antecedentbase
discharge(cfs)
204326
1183539677278303548
153133
47
Directrunoff
(in)
2.307.343.22
21.115.144.71
.734.652.933.512.965.79
.902.187.55
Associatedprecipitation
(in)
5.8615.235.02(a)9.816.571.356.355.737.355.67
14.063.446.55
12.53
Stormduration(days)
363
a2764252322224
Antecedentprecipitation
(in)
5-day
0.291.101.76-.01
2.26.08
5.947.371.642.62
.952.476.121.34
30 -day
5.589.71
10.18-
6.3512.032.64
22.9415.237.28
15.658.135.32
14.5010.32
Annualrunoff
(in)
74.9972.9176.9674.3693.6686.8461.8962.2689.4277.6297.3373.5555.95
105.5083.59
a Seasonal snowmelt rise.
WASHINGTON 377
South Fork Cedar River near Lester. Wash..(12-1140) Lat 47°lB'3C'Mong 321°31'00" drainage area, 6.00 sq mi; mean annual precipitation, 85.72 in.
Wateryear
19451946194719481949195019511952195319541955195619571958 '19591960
Data relative to annual peak discharges
Date
Jan. 7Dec. 28Dec. 11Nov. 7May 13Nov. 27Feb. 9May 13Jan. 31Dec. 9Feb. 8Dec. 11Dec. 9Apr. 20Nov. 12Nov. 22
Peakdischarge
(cfs)
878398630540305585664199715835497511
2,340284542
1,940
Antecedentbase
discharge(cfs)
7.29.3
41.019.061.045.017.039.052.055.018.015.327959321
Directrunoff
(in)
5.483.453.802.75
16.018.097.373.214.813.633.342.604.481.172.438.07
Associatedprecipitation
(in)
6.985.757.004.92(a)
10.439.561.436.624.107.745.898,593.426.00
11.26
Stormduration(days)
3323
a!564641322224
Antecedentprecipitation
(in)
5-day
2.46.57
2.782.31-.04
3.06.10
6.156.741.552.731.132.775.981.35
30-day
6.346.93
13.1712.28
-8.08
14.132.87
25.6217.136.85
17.467.514.93
10.7210.15
Annualrunoff(in)
78.60104.7884.1599.4193.07
122.7098.9769.0774.53
104.1590.10
105.5087.2966.78
103.2595.95
a Seasonal snowmelt rise.
\Fork PalQLise River above Paradise Creek, near Pullman. Wash. (13-3465) :6°42'20", long 117°09'55"j drainage area, 84.4 sq mij mean annual
South, Lat 46 precipitation.
Water year
1935 1936 1937 1938 1939 1940
Data relative to annual peak discharges
Date
Jan. 25 Feb. 28 Apr. 15 Mar. 18 Mar. 21 Mar. 8
Peak discharge
(cfs)
394 517 429 285 533 432
Antecedent base
discharge (cfs)
9.0 2.6
32 37 82 46
Direct runoff
(in)
0.30 .38 .30 .13
1.48 .16
Associated precipitation
(in)
0.52 .74
1.31 .76 (a) .72
Storm duration (days)
2 8 3 1
a!4 2
Antecedent precipitation
(in)
5 -day:
0.24 .16 .38 .65
.56
30-day
2.84 1.72 2.83 1.31
4.05
Annual runoff
(in)
3.53 2.64 2.86 3.03 2.66 1.91
a Seasonal snowmelt rise.
South Fork Palouse River at Pullman. Wash. (13-3480) Lat 46°43'50"j long 117°11'00"; drainage area, 132 sq mi; mean annual precipitation, 21.28 in.
Water year
1935 1936 1937 1938 1939 1940 1941 1942
Data relative to annual peak discharges
Date
Jan. 24 Feb. 28 Apr. 15 Mar. 18 Mar. 21 Mar. 8 Jan. 18 Jan. 27
Peak discharge
(cfs)
940 830 731 482 968 743 785 780
Antecedent base
discharge (cfs)
18 25 52 53
153 80 74 9.5
Direct runoff (in)
0.29 .33 .31 .15
1.47 .17 .24 .22
Associated precipitation
(in)
0.72 .28
1.35 .78 (a) .72 .62 .78
Storm duration (days)
2 3 3 1
a!3 2 2 5
Antecedent precipitation
(in)
5 -day
0.25 .37 .42 .61
.57
.25 0
30-day
2.71 1.97 2.86 1.30
4.11 3.28
.60
Annual runoff (in)
3.79 2.61 2.97 3.13 2.73 2.07 3.41 2.69
a Seasonal snowmelt rise.
378 WASHINGTON
South Pork Skykomlsh River near Index, Wash. (12- long 121°52'40"; drainage area, 555 sq ml} mean
1330) Lat 47°48'20"j annual precipitation,
Water year
1903190419051912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 3Nov. 30Nov. 22Nov. 19
-Jan. 6Nov. 3Oct. 31Nov. 9Dec. 18Dec. 14Nov. 15Feb. 11Dec. 12Jan. 6Feb. 12Pet. 2Dec. 23Oct. 16Jan. 12Oct. 9Feb. 5Jan. 27Feb. 26Nov. 13Dec. 21Oct. 25May 16Dec. 18Apr. 18Jan. 1Dec. 15Nov. 29Dec. 2Nov. 23Dec. 3Jan. 7Oct. 25Dec. 11Oct. 19May 13Nov. 27Feb. 9Oct. 3Jan. 31Dec. 9Feb. 8Nov. 4Dec. 10May 25Nov. 12Dec. 15
Peak discharge
(cfs)
32,80012,40010,20026,000
_24,80015,80014,20014,30054,10026,50033,90022,10055,00025,40050,50022,40022,40021,50034,30010,50010,90019,40050,00046,90053,20035,40011,80014,40027,70017,20015 , 40013,00012,60021,20041,90028,20018,40024,70026,90013,80033,70033,3007,600
25,10017,80018,90027,90031,9008,520
24,40051,800
Anteceden base
discharge (cfs)
1,6302,220
6901,580
_806
1,0001,8701,2101,3001,800
990915_
3,3702,2102,0401,8001,8303,4001,2202,5701,100
7502,9502,850
7104,0901,9201,5901,9202,830
5701,3301,370
649920704
3,3601,1203,2301,5901,3401,1204,1302,8701,2703,6901,7303,4904,1102,960
Direct runoff (in)
4.032.002.936.30
_5.854.271.591.718.056.195.054.74
_5.045.826.913.522.084.862.281.601.928.526.697.704.935.771.654.694.562.432.031.902.725.123.333.013.064.49
12.986.368.08
.773.571.722.604.384.20
11.373.515.91
Associated precipitation
(in)
4.151.666.933.20
_6.244.33
.992.794.704.852.984.94-
2.921.807.153.23
.883.514.642.524.407.417.15
11.717.122.263.797.30
10.126.284.744.785.377.475.274.305.988.24(a)9.79
10.202.618.172.709.817.608.15(a)9.828.65
Storm duration (days)
3343_48324336_32632362333433337354343226
a!564341333
a2032
Antecedent precipitation
(in)
5 -day02.701.872.39
_.46
0.98
2.066.35
.86
.36
.84_
3.28.41
1.26.90
1.041.151.653.683.363.012.795.231.9004.57
.552.743.151.241.891.43
.171.412.103.40
.58-.03
2.652.906.605.201.125.34.1.47-
4.673.30
30-day4.392.863.944.76
_7.314.296.157.18
12.898.135.678.02-
9.995.47
14.289.134.878.413.264.818.11
10.5117.6021.823.573.49
12.377.70
10.668.797.309.28
13.324.944.703.10
15.486.57
-7.83
13.695.03
31.1516.725.44
18.959.40-
10.1522.78
Annual runoff (in)
91.7787.7968.4190.11
101.2789.0556.19
108.9095.16
114.70103.5889.09
115.3081.1485.2981.1798.8163.0589.32
104.2465.5861.1568.23
101.08128.17132.68101.3082.0375.5685.4791.7271.6251.7076.7295.6464.4080.6199.7698.05
108.8996.28
125.02106.1275.2489.58
116.9898.47
122.4298.9872.65
132.28103.91
a Seasonal snowmelt rise.
So
Water year
1930 1931 1947 1948 1949 1950
uth Fork Skvkomish River near Skykomlsh. Wash. (12-1305) Lat 47 °42' 20" j ong 121 U 18'50"' drainage area, 155 sq ml; mean annual precipitation, 79.40 ir
Data relative to annual peak discharges
Date
Feb. 19 Jan. 28 Dec. 11 Oct. 19 May 13
-Nov. 27
Peak discharge
(cfs)
2,440 3., 060 6,410 8,290 4,850
12^400
Antecedent base
discharge (cfs)
585 250 830 421
1,090 581
Direct runoff
(in)
2.15 1.50 1.78 3.02
13.37 5.07
Associated precipitation
(in)
3.27 3.74 5.98 7.08
(a) 9.49
Storm duration (days)
6 3 2 5
a!7 6
Antecedent precipitation
(in)
5 -day
1.73 2.63 2.97
.55
.03
30 -day
5.74 7.10
14.04 6.23
7.79
Annual runoff
(in)
55.39 59.46 90.76
101.34 90.28
111.98
a Seasonal snowmelt rise.
WASHINGTON 379
South Fork Snoqualmie River at North Bend. Wash. (12-1440) Lat 47°29'40"; long 121°47'20"; drainage area, 85 sq ml; mean annual precipitation, 94.52 in.
Wateryear
1908190919101911191219131914191519161917191819191920192119221923192419251926192919301931193219331934193519361937193819461947194819491950
Data relative to annual peak discharges
Date
June 1Mar. 2Nov. 21Nov. 19
_Oct. 11Nov. 3Mar. 10June 16Dec. 18Dec. 14Nov. 15Dec. 30Dec. 12Jan. 7Feb. 12Dec. 12Dec. 23May 24Feb. 19Jan. 28Feb. 26Nov. 13Dec. 22Oct. 25May 16Dec. 19Apr. 18Oct. 25Dec. 11Oct. 19Nov. 24Nov. 27
Peakdischarge
(cfs)
_2,040
a2,7104,4406,650
_2,7502,6703,1002,2006,7805,8203,5704,4106,7805,5006,4604,5403,1601,5501,9002,8107,6007,1007,4307,6202,4202,8105,4105,2006,4904,3202,9105,190
Antecedentbase
discharge(cfs)
_233144350320_126257364925450555345250535580740395461
1,100570233417765890165820532536226858257350306
Directrunoff
(in)
_2.375.514.026.74
_2.182.313.502.524.583.572.233.906.365.133.164.152.135.492.431.695.163.946.914.784.401.383.952.133.323.952.264.70
Associatedprecipitation
(in)
_0.66
11.185.462.84
_3.303.837.8706.148.223.30
10.729.044.663.376.865.460>)2.844.007.818.20
12.118.853.673.266.486.366.509.426.39
10.34
Stormduration(days)
_3863_5550434734233
b963324433332646
Antecedentprecipitation
(in)
5 -day_
0.591.10
.553.13-.30
02.252.448.981.09
.51
.84
.425.61
.511.581.28-
3.643.432.782.456.402.4904.83
.331.964.06
.743.30
.09
30-day_
2.223.623.146.90-
1.374.95
11.315,77
18.4414.1910.6011.8514.7816.119.857.30
14.90-
11.689.68
11.0720.0628.134.904.48
11.559.833.98
17.699.18
12.769.89
Annualrunoff(in)
80.3168.5578.0570.0177.5677.3778.5654.54
108.1489.73
106.01102.5282.38
117.5284.7090.1278.02
102.4270.86
-59.4470.51
114.51124.40132.06100.5881.5877.3591.5997.1398.36
110.2891.84
-a Maximum daily discharge observed.b Seasonal snowmelt rise.
South Fork Stillaguamish River above Jim Creek, near Arlinston. Wash.Lat 48*10'05", long 122°04'05', drainage area, 199 sq mi; mean annua
Wateryear
193719381939194019411942194319441945194619471948194919501951195219531954195519561957
Drecipitation, 53.60 in.Data relative to annual peak discharges
Date
Dec. 22Apr. 17Oct. 12Dec. 15Oct. 10Dec. 19Oct. 31Dec , 3Jan. 7Oct. 25Oct. 25Oct. 19Nov. 23Dec. 28Feb. 9Jan. 30Jan. 31Dec. 9Feb. 8Dec. 11Dec . 9
Peakdischarge
(cfs)
a!3,60020,70017,50013,10013,50011,10017,50021,80023,20022,60025,50022,40013,70020,90027,70012,70020,30018,90020,00023,40026,800
Antecedentbase
discharge(cfs)
1,900972146
1,450174900235340647560500765
1,030850
1,410850
2,3602,2501,2501,240
820
Directrunoff
(in)
1.946.703.102.241.962.232.635.705.706.275.256.182.706.40
12.682.645.752.574.093.225.71
Associatedprecipitation
(in)
1.632.671.761.921.982.721.782.952.743.682.716.823.026.839.881.582.191.942.791.432.11
Stormduration(days)
233224342335444352422
Antecedentprecipitation
(in
5-day
1.05.42
01.92
.081.90
.39
.02
.691.41
.89
.461.714.332.09
.902.283.23
.97
.941.39
30-day
5.124.491.446.452.297.652.162.362.152.572.772.399.94
11.1812.823.81
11.6210.59
4.136.714.56
(12-1625) 1
Annualrunoff(in)
90.19101.42114.0788.4571.8787.4498.6277.5898.12
117.51115.88134.61108.20150.30121.7991.11
110.57138.59120.32127.40118.37
a Maximum observed.
380 WASHINGTON
South Pork Stillaguamish River near Granite Falls. Wash. (12-1610) Lat 48°06'10", long 121°56'40"s drainage area, 119 sq mi} mean annual precipitation, 62.65 in.
Water year
19291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 9Feb. 1Jan. 27Feb. 26Nov. 13Dec. 21Jan. 24May 16Dec. 6Apr. 18Oct. 12Dec. 15Oct. 10Dec. 19Nov. 23Dec. 3Jan. 7Oct. 25Oct. 25Oct. 19Oct. 7Dec. 28Feb. 9Jan. 30Jan. 31Dec. 9Feb. 8Dec. 11Dec. 9Dec. 25Nov. 12Dec. 15
Peak discharge
(cfs)
13,8009,790
14,50038,80026,20021,70028,2007,620
17,20018,70015,10011,5009,7908,340
14,20024,00023,00018,10025,80021,7009,810
al3,00036,8008,720
16,30013,00016,30021,50029,90011,10023,40024,800
Antecedent base
discharge (cfs)
385260500335
1,0601,270
2901,700
140630
76978120440679235280310290425465560602450
1,560960780723566
1,0201,5101,370
Direct runoff (in)
5.173.525.26
14.296.66
11.5117.713.865.247.394.144.462.912.805.087.848.178.486.788.203.227.51
22.193.057.853.354.653.986.282.526.556.99
Associated precipitation
(in)
4.071.971.983.923.407.686.261.543.012.473.734.151.912.823.824.543.415.242.776.813.696.699.652.043.162.293.542.102.506.243.573.59
Storm duration (days)
63332642433343453437545353322433
Antec precipi
(in
5 -day
2.221.263.571.741.362.871.050
.41
.51
.012.51
.112.071.33
.14
.851.501.00
.62
.744.132.151.233.203.541.521.151.551.871.702.26
edent tation
30 -day
3.633.757.506.64
12.0911.629.893.291.915.621.337.832.609.49
10.884.062.782.842.862.825.62
13.5314.124.31
15.9110.974.527.765.973.866.84
13.44
Annual runoff (in)
82.4480.06
109.92149.86160.69151.05132.35106.1898.35
108.57123.9598.9981.0998.25
107.1786.76
112.07133.87127.76136.34119.23167.19136.16100.45123.99152.42130.49141.24127.6593.67
163.17136.97
a Maximum daily discharge.
Tolt River near Carnation, Wash, (12-1485) Lat 47°41'45", long 121°49'30"j drainage area, 79.7 sq mi; mean annual precipitation, 65.75 in.
Water year
19291930193119381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 9_
Oct. 26Apr. 18Nov. 16Nov. 7Nov. 28Lee. 19Oct. 31Dec. 2Jan. 7Oct. 25Oct. 25Oct. 19Nov. 23Mar. 4Feb. 9Feb. 4Jan. 23Dec . 9Feb. 8Dec. 11Dec. 10Jan. 17Nov. 20Dec. 15
Peak discharge
(cfs)
4,090_
3,25010,6004,8004,6808,2505,190
12,3009,210
12,7004,9608,4507,7207,250
10,60016,8004,890
10,0009,8709,190
15,0006,7803,8408,960
17,400
Antecedent base
discharge (cfs)
365_245457384261125300103192341210220274390924547990
1,5501,240
310615402834580
1,040
Direct runoff
(in)
2.40_
1.546.783.672.413.342.994.266.995.423.964.185.374.984.53
11.171.465.734.255.424.172.382.673.027.84
Associated precipitation
(in)
3.17_
2.705.033.921.611.944.562.824.072.501.443.517.473.173.977.121.594.583.126.753.982.933.453.674.75
Storm duration (days)
3-433233352335434152322432
Antecedent precipitation
(in)
5 -day
1.98-.30.69
2.15.28.75
2.121.38
.16
.761.602.76
.811.802.181.752.172.924.96
.571.761.191.723.142.39
30-day
4.81-
6.937.048.593.815.01
10.103.002.622.763.474.684.657.438.208.867.42
15.9814.673.96
12.795.849.25
10.8812.80
Annual runoff (in)
73.6570.3578.8395.08
113.1887.1068.0688.06
100.5185.26
103.11115.06116.86130.28104.78135.82108.3691.4096.54
122.67111.82131.02108.4580.38
156.96122.97
Note. Prior to 1952 published as "Tolt River near Tolt."
WASHINGTON 381
Touchet River at Holies. Wash. (14-0170) Lat 46°16'30", long 118°13'15"; drainage area, 372 sq mi; mean annual precipitation, 23.04 in.
Wateryear
19251926192719281929195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 4Feb. 7Feb. 21Jan. 13Mar. 10Feb. 2Jan. 18Jan. 28Apr. 10Dec. 12Feb. 26Apr. 20Jan. 27Mar . 30
Peakdischarge
(cfs)
2,9102,8503,6904,470
8794,4402,6001,810
9253,4102,3902,4202,7901 .220
Antecedentbase
discharge(cfs)
534150393
1,110376150274256328284188190760515
Directrunoff
(in)
0.86.36.64
1.22.10.91.40.34.22.31.47.34.11.09
Associatedprecipitation
(in)
1,801.431.981,40
,23.98
2.871.78
.61,75,35
1.611.081.07
Stormduration(days)
82522353124621
Antecedentprecipitation
(in)
5-day
0.40.40.45.32.07.08
1.28.86
0.97.43.97
1.37.39
30 -day
2.052.222.903.29
.831.283.282.922.065.191.733.445.78?.OFS
Annualrunoff
(in)
7.883.88
10.9313.21
_8.908.907.655.31
11.987.628.109.737.04.
Note.--Many small diversions for irrigation.
White River at Greenwater. Wash. (12-0970) Lat 47°08'50" ; drainage area, 216 sq mi; mean annual precipitation, 46,
long 121°38'50"; 40 in.
Water year
1930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
_Mar. 31Feb. 26Nov. 17Dec. 21Nov. 5May 14June 21Apr. 18May 29Dec. 16Nov. 29Dec. 2Nov. 23Dec. 3Jan. 7Dec. 29Dec. 11May 28May 13Nov. 27Feb. 9May 20Jan. 31Dec. 9June 11Dec. 12Dec. 10May 25Nov. 12Nov. 23
Peak discharge
(cfs)
_2,7408,6006,460
18,1005,4402,4704,2105,4402,4701,7802,6902,5004,7702,5004,0805,6207,4605,0004,2208,2705,5502,1904,0205,5605,160
11,4006,8603,3605,230
14,300
Antecedent base
discharge (cfs)
463299765
3,3501,0601,2401,030
575710536291460389244275460924
1,0301,100
500543746802620
1,030698480
1,1001,5001,230
Direct runoff
(in)
_0.632.624.063.381.503.041.801.73
.76
.57
.71
.581.02
.59
.881.301.535.656.771.502.484.081.281.007.831.871.537.32
.753.96
Associated precipitation
(in)
_4.714.497.677.986.22
(a)3.843.341.125.304.092.725.204.253.355.225.81
IN(a)4.637.49
(a)4.844.40
(a)3.564.29
(a)4.138.30
Storm duration (days)
_33543
a852243334333
a!4a!5
45
a!742
a!723
a2025
Antecedent precipitation
(in)
5-day_
1.252.072.004.562.61-
1.96.41.55
1.25.88
1.091.89
.201.061.062.14--
1.813.12-
4.003.99
_2.47
.87-
4.86.92
30 -day_
7.679.44
15.1718.4212.91
-3.145.782.064.426.917.65
12.963.083.226.02
11.58--
8.0412.10
-15.6813.56
_12.693.61-
9.736.88
Annual runoff (in)
36.4238.8854.2565.3976.7957.9644.9245.0457.5344.4342.5335.8245.7052.0335.1946.1857.9956.4263.2957.5467.2066.9345.6146.9556.5452.6476.1456.4050.9669.5664.10
a Seasonal snowmelt rise,
382 WASHINGTON
Wlllapa River at Lebam, Wash. (12-0115) Lat 46°33'50", long area, 41.4 sq ml; mean annQal precipitation, 65.12 in.
123°33'50"; drainag
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Feb. 22Nov. 27Feb. 9Jan. 30Jan. 8Feb. 19Nov. 18Dec. 21Dec. 9Dec. 25Nov. 18Nov. 21
Peakdischarge
(cfs)
4,9303..0403,4602,2602,7802,9101,8902,8503,3402,9402,2402,890
Antecedentbase
discharge(cfs)
31065
398382300222142250
90563244
48
Directrunoff
(in)
5.554.647.032.184.38
12.414.504.062.601.901.393.52
Associatedprecipitation
(in)
6.638.069.072.753.97
10.395.694.965.202.103.529.18
Stormduration(days)
274339532226
Antecedentprecipitation
(in)
5-day
4.59.07
2.801.052.320
.88
.421.344.422.37
.70
30-day
12.629.30
14.557.98
10.827.933.85
14.946.119.449.25.0
Annualrunoff(in)
60.1177.4874.2957.1657.0274.4254.6689.9551.0253.2861.6358.18
Wlllapa River near Wlllapa, Wash. (12-0135) Lat 46°38'55", long 123°38'40"; drainage area. 150 sq ml; mean'annual precipitation, 65.15 In.
Water year
1949 1950 1951 1952 1953 1954
Data relative to annual peak discharges
Date
Feb. 22 Dec. 28 Feb. 9 Feb. 4 Jan. 23 Feb. 19
Peak discharge
(cfs)
11,400 8,450
10,300 6,900 7,690 8.240
Antecedent base
discharge (cfs)
880 700 530
1,300 1,300 1,700
Direct runoff (in)
5.45 4.81 8.96 2.07 3.36 3.84
Associated precipitation
(in)
5.89 7.10 9.64 2.75 5.05 4.54
Storm duration (days)
2 4 4 3 2 5
Antec precipi
(in
5-day
4.61 3.92 2.64 2.91 3.32 5.31
edent tation
30-day
12.58 14.08 14.30 10.90 17.33 13.02
Annual runoff (in)
63.99 88.51 82.39 61.37 62.31 84.00
Wind River near Carson. Wash. (14-1285) Lat 45°44'10", long 121°48'10" drainage area, 225 sq mi; mean annual precipitation, 95.62 in.
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 21Jan. 12Apr. 14Dec. 29Feb. 15Feb. 6Nov. 29Dec. 19Nov. 23Feb. 6Feb. 8Dec. 28Dec. 13Jan, 7Feb. 17Nov. 27Dec, 23Feb. 4Jan. 9Dec. 9Dec, 31Dec. 21Feb. 26Dec. 26Jan. 12Feb. 7
Peak discharge
(cfs)
12,20010,90014,90020,0007,300
10,1005,860
15,80017,6004,910
17,60015,80015,00013,5009,460
10,800 .9,460
13,80015,50014,6008,330
18,50012,3009,1609,500
11,500
Antecedent base
discharge (cfs)
8602,0501,9301,210
861722504
1,0901,390
550672
1,1102,7201,380
950463
2,400808
1,4101,450
8541,780
6902,4601,3203,110
Direct runoff (in)
3.103.944.197.192.263.271.175.283.391.534.374.106.542.892.293.662.035.304.142.062.543.183.131.502.761.84
Associated precipitation
(in)
11.2214.6110.8714.778.698.594.64
10.477.143.97
10.068.557.597.358.529.603.649.919.505.108.428.406.815.987.404.46
Storm duration (days)
75554435337342452632533354
Antecedent precipitation
(in)
5-day
1.146.941.99
L0.042.23
.461.07
.534.01
.37
.603.02
.996. '714.8101.671.731.446.873.831.571.038.92
.812.76
30 -day
13.8821.068.17
14.5012.53
4.6812.0311.0120.505.33
11.8015.9710.7215.2612.467.38
16.7512.1115.5122.9211.5728.8112.4518.4511.2410.89
Annual runoff (in)
_57.3757.0282.9648.7159.3941.5756.1682.8136.7357.6079.4170..2677.2574.6589.8192.0177.5575.6283.8765.75
107.6363.5473.2977 .5775.84
WEST VIRGINIA 383
Big Sandy Creek at Rockville, W. Va. (3A-0705) Lat 39°37'15", long73*4?i?oTl drainage area, 200 sq mi; mean annual precipitation, 48.46 in.
Water year
1910191119121913191419151916191719181921192219231924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 19Jan . 1 3Mar. 21Jan. 12Nov. 16Feb. 2Mar. 22Jan. 22Feb. 26May 25Dec . 24Apr. 14Mar. 29July 22Oct. 25June 4Oct. 20Feb. 26Oct. 3Apr. 4Dec. 12Mar. 14Jan. 7May 2Mar. 17Apr. 26Oct. 28Feb. 3July 1June 4Apr. 9Dec. 30Mar. 24Feb. 27June 2July 19Apr. 13Dec. 15Jan. 31June 13Jan. 27Mar. 24Aug. 21Oct. 15Aug. 6Dec. 14May 5Feb. 10Mar. 31
Peak discharge
(cfs)
9,02018,60013,5008,3909,8807,340
17,00017,50011,9009,440
11,0004,7708,3004,5707,0905,4407,1504,5908,6207,3006,300
13,7006,0007,000
11,1006,3008,000
10,4008,700
15,2007,8006,5005,5207,4807,3404,680
10,10011,2008,2506,7305,5504,2606,210
15,80019,4009,9006,2107,2706,910
Antecedent base
discharge (cfs)
694366744586362314429314931142430223770
34376300
68111
1562731152063714370079146419426780
3191,120
523780197225350260920
68620462124
84107772720257162
Direct runoff
(in)
2.265.054.655.863.664.922.903.082.192.103.272.123.74
.951.221.112.142.191.981.552.863.221.871.592.501.772.204.322.203.792.012.791.551.571.521.284.082.892.982.321.87
.95
.902.423.741.712.151.33
a3.59
Associated precipitation
(in)
2.633.564.614.612.732.911.772.092.183.022.202.162.602.152.101.94
.681.276.641.93
.903.491.732.873.332.893.373.623.365.502.432.401.352.263.013.045.073.363.605.412.581.932.193. 995.502.253.461.62
.86
Storm duration (days)
4346451141223222243443253226632222163236431122521
Antecedent precipitation
(in
5 -day
1.38.08
1.26.78
1.371.231.07
.02
.480
.08
.01
.18
.21
.25
.30
.94
.390
.271.28
.47
.680
.711.19
.451.591.730
.071.751.03
.76
.39
.47
.34
.16
.63
.72
.23
.522.95
.02
.211.561.65
.23
.26
30 -day
5.571.933.821.787.084.584.025.041.613.166.062.521.115.237.725.752.821.293.942.063.662.483.672.533.244.903.264.026.673.121.005.057.452.835.004.953.543.444.157.664.642.969.004.075.642.634.593.571.79
Annual runoff
(in)
29.8338.8549.0333.3727.4524.6632.4835.13
--
35.0322.5735.6619.1631.8137.1735.4922.9124.3519.5025.1828.8918.5229.0129.3434.8228.8827.0630.1327.3023.6632.5522.4436.9923.1920.6329.9726.3633.7532.7629.9422.3716.2630.4838.4524.3628.7622.2423.93
a Runoff probably increased by snowmelt.
384 WEST VIRGINIA
Bluestone River near Plpestetn, W. Va. (3A-1790) Lat 37°32'45", long81 "00'30"; drainage area, 363 sq mi; mean annual precipitation, 40.20 in.
Wateryear
19501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 28Dec. 4Jan. 22May 20Jan. 22Feb. 28Apr. 16Jan. 29Mar. 31Apr. 12Mar. 31
Peakdischarge
(cfs)
2,3305,0205,8207,0804,600
14,9007,840
16,1009,0205,9005,420
Antecedentbase
discharge(cfs)
_80
712381283500
1,260723549472650
Directrunoff
(in)
_1.08
.911.45
.733.251.564.88
a3.351.01
a2.38
Associatedprecipitation
(in)
_2.511.602.471.823.852.405.713.422.17
.42
Stormduration(days)
_10
122325732
Antecedentprecipitation
(in)
5 -day_
0.77.79.80
1.10.70.60.63.58
0.14
30-day_
2.072.083.332.683.164.233.812.573.16(b)
Annualrunoff(in)
_16.3915.8415.8011.4523.1816.9722.2924.1111.1715.59
a Runoff probably increased by snowmelt b Record incomplete; not computed.
Buckhannon River at Hall, W. Va. (3A-0535) Lat 39°03'05", long drainage area, 277 sq mi; mean annual precipitation, 52.17 in.
Water year
1916191719181919192019211922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958195919601960
Data relative to annual peak discharges
Date
Jan. 12Mar. 12Mar. 14Jan. 2Jan. 23Mar. 3Dec. 24Feb. 2May 13Mar. 19Jan. 22Dec. 22Apr. 30Dec. 1Oct. 3Aug. 22Feb. 5May 11Mar. 4Aug. 8Mar. 25June 22Oct. 29Apr. 16May 25Aug. 27Aug . 24July 30Feb. 23Dec. 26Jan. 8June 9Feb. 14Dec. 16June 25Feb. 1Jan. 28Jan. 9Jan. 17Oct. 16Aug. 6Jan. 30July 24Jan. 22Nov. 28Mar. 31
Peak discharge
(cfs)
8,8609,630
12,20010,2008,5303,6007,9807,600
10,0004,6706,0006,6607,1006,220
10,4003,2209,6307,5407,5407,5909,6907,070
12,20010,2005,0604,4906,9206,1506,7808,3203,8506,500
10,3008,100
10,5007,8007,5003,9704,3908,7008,4008,3806,8405,7204,7404,740
Antecedent base
discharge (cfs)
675780820403460540680500480390350414820235
2653
922620158280
1,460320882430492
80154134745500617132600334220643631164220118292785833730460462
Direct runoff
(in)
a2.363.073.543.23
a3.00.73
2.221.943.441.061.252.05
a2.621.422.98
.912.531.21
a2.771.923.021.423.842.651.17
.981.662.161.54
a3.25al.261.55
a2.652.522.322.612.361.35
al.362.192.232.202.27
bl.92.92
a2.63
Associated precipitation
(in)
2.253.853.693.912.521.402.952.144.001.631.592.612.202.165.553.522.701.931.803.331.362.254.193.492.662.763.425.502.132.57
.902.92
.833.433.583.022.912.721.303.823.522.403.161.781.76
.84
Storm duration (days)
3324312232122243234321223334141222153831224326
Antec precipi
(in
5 -day1.09
.751.04
.69
.79
.03
.241.091.17
.691.63
.281.58
.52001.781.001.053.211.531.261.11
.801.261.93
.11
.86
.47
.83
.17
.70
.29
.231.86
.67
.43
.201.18
.10
.35
.911.761.761.46
.73
sdent tat ion
30-day7.847.786.475.183.323.876.835.745.124.173.484.175.264.093.606.105.265.613.266.795.706.825.073.923.416.237.127.902.904.182.114.514.404.328.404.065.793.333.055.306.004.296.073.073.993.07
Annual runoff (in)
35.4232.8529.2527.8036.7920.9333.5125.8636.9620.9832.5944.8732.6326.7821.6118.7627.9732.9422.7931.3729.8830.4433.7526.0125.5020.7521.1636.5924.4635.5125.5421.4532.8231.8943.0133.5325.7122.3119.9729.7833.8928.9736.7320.7326.7426.74
a Runoff probably b Runoff probably
includes snowmelt.increased by unobserved precipitation.
WEST VIRGINIA 385
Buffalo Creek at Barrackvllle, W. Va. (3A-0615) Lat 39°30'15", long 80°10'20"; drainage area, 115 sq mi; mean annual precipitation, 44.31 in.
Water year
1916191719181919192019211922192319241933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 22Jan. 22Feb. 26Jan. 2Nov. 26Mar. 3Sept. 2Feb. 13Mar. 29Mar. 14Mar. 27May 2Mar. 17Jan. 18Feb. 20Feb. 3Apr. 19June 4Apr. 9Dec . 30Mar. 17Feb. 27June 2Jan. 15Apr. 12Dec. 15Jan. 31June 13Jan. 27Jan. 8Aug. 21Oct. 16May 28Dec. 14July 16Feb. 10Mar. 31
Peak discharge
(cfs)
5 .,3509,4905,8505,1204,2603,2506,2803,1005,3005,4803,1004,0405,9606,0704,3106,5103,4405,1505,6506,0704,5106,0007,6203,7109,3006,6904,5908,5204,1104,3505,7005,9209,1705,9504,4704,2303,190
Antecedent base
discharge (cfs)
12653978113
3147
6954
145603390
130152215183
1032
262165202
38111113
67310175124
77741585
291179
95141
Direct runoff
(in)
1.12al.311.24
a2.101.70
.812.06a. 84
a2.55a3.27
.951.271.93
al.411.261.702.242.271.602.251.451.972.04
.954.742.482.391.941.841.81
.671.512.321.511.15
.99al.71
Associated precipitation
(in)
1.431.861.573.143.391.193.72
.892.353.171.252.543.161.581.852.042.904.962.392.962.592.683.061.365.903.173.112.502.342.151.793.823.412.292.391.33
.95
Storm duration (days)
1113321113243222532342213241223112221
a Runoff probably includes some snowmelt.
Antec precipi
(in
5 -day0.02
.141.03
.250
.01
.16
.33
.68
.48
.37
.07
.56
.81
.201.76
.720
.11
.42
.771.00
.49
.01
.36
.01
.931.98
.47
.781.580
.661.491.69
.16
.10
s dent tation
30 -day4.245.174.623.983.662.782.944.832.432.443.183.192.905.373.153.724.792.622.313.374.953.416.182.904.532.955.074.364.393.077.642.515.112.736.183.441.74
Annual runoff (in)
22.2818.6615.5515.7724.4216.8323.8614.61
-24.0510. 8S19.1320.2424.8620.2822.7116.1214.7318.2228.1016.4428.7320.4213.6222.6020.0623.3029.5521.0015.459,78
23.4929.2717.5423.4413.6614.68
Camp Creek near Camp Creek, W. Va. ( A-1785) Lat 37°30'15", long 81"07'40"; drainage area, 52 sq mi; mean annual precipitation, 41.81 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 14Feb. 14Dec. 15July 26Dec. 4May 10Feb. 21
- Feb. 28July 27Jan. 29Mar. 31Apr. 12Mar. 30
Peakdischarge
(cfs)
1,0103,7501,1301,9701,1001,1201,100
_3,6201,4003,4101,590
8651,030
Antecedentbase
discharge(cfs)
71601623
82253
9721662333645
Directrunoff
(in)
1.332.791.371.28
al.311.531.451.164.071.064.86
a4.121.18
a3.78
Associatedprecipitation
(in)
0.121.692.202.752.002.921.602.014.502.725.752.802.211.13
Stormduration(days)
1314_322345642
Antecedentprecipitation
(in)
5 -day
_0.59
_.86.55_.78.85.56.62.94.36
00
30-day
2.543.455.445.921.633.694.181.38
W(b)3.983.353.992.98
Annualrunoff(in)
13.7316.7819.2526.6918.0619.1615.2112.3425.7919.3824.4229.8412.1418.59
a Runoff probably includes some snowmelt. b Record missing; not computed.
386 WEST VIRGINIA
Coal River at Ashford, W. Va. (5A-1985) Lat 58°10'45", long 81°42'40"; drainage area, 595 sq mi; mean annual precipitation, 45.40 in.
Water year
19091910.191119121915191419151916195119521955195419551956195719581959194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
July 7July 4Jan. 50Mar. 15Mar. 27Feb. 19Jan. 12Aug. 9Apr. 1July 5Mar. 19Mar. 5Mar. 12Apr. 6Jan. 25Oct. 28Feb. 5Apr. 20Mar. 11Mar. 9Dec. 50Apr. 12Aug. 2Jan. 8Mar. 15Feb. 14Dec. 16Jan. 51Feb. 1Mar. 25Feb. 21Jan. 16Mar. 5Mar. 14Jan . 50Apr. 28Jan. 22Mar. 29
Peak discharge
(cfs)
8,7107,660
10,6007,240
10,9005,7707,240
55,8006,860
15,2008,450
15,50014,50017,8008,470
16,70024,8004,9406,7408,490
19,80011,800
7,60014,2004,570
15,4006,080
15,50015,0009,1804,9004,540
15,20012,50018,5008,4006,6505,490
Antecedent base
discharge (cfs)
172152812280267240545
65660524
1,850880505450452229
1,170664752128
1,0201,860
112810477854168507566460999117
2,500990780860102757
Direct runoff (in)
1.021.011.781.821.501.08
.922.49
.651.561.921.862.111.755.861.872.251.10
.96al.752.611.47
.421.88
.862.26'
.805.751.891.76
.59
.612.641.512.861.22
.84al.60
Associated precipitation
(in)
5.214.092.212.592.441.622.252.891.145.782.66
' 2.502.952.255.565.062.592.961.841.752.641.972.152.18
.571.502.024.862.552.76
.951.874.152.225.912.151.781.11
Storm duration (days)
25545125155552
1121456511212244512256421
Antec precipi
(in
5 -day
0.571.57
.42
.64
.21
.54
.07
.24
.97
.421.09
.80
.50
.70
.601.111.58
.52
.49
.51
.51
.882.55
.24
.18
.12_.06.26.02.09
1.175.151.64
.982.08
.480
edent tation
30 -day
6.167.554.605.892.552.674.755.585.576.155.721.892.525.205.575.855.895.651.582.275.825.166.052.941.585.994.175.812.252.275.582.457.046.575.204.691.605.54
Annual runoff (in)
16.0914.2915.6421.4515.5517.7517.0129.6711.5825.4219.4412.8021.6916.1516.6522.5817.179.657.15
10.9524.4814.0918.6516.699.91
16.4916.8424.9525.5121.0214 . 659.29
24.5017.6217.9526.2111.1914.85
a Runoff probably includes some snowmelt.
Dry Fork River at Hendricks, W. Va. (5A-0650) Lat 59°04 drainage area, 545 sq mi; mean annual precipitation, 44
T 20", long 79°37'20' ! .66 in.
Water year
194119421945194419451946194719481949195019511952]9551954195519561957195819591960
Data relative to annual peak discharges
Date
July 4May 16Dec. 28Feb. 22Dec. 26Jan. 7June 8Feb. 14June 17Sept. 15Dec. 7Jan. 27Feb. 21Mar. 1Oct. 15May 28Feb. 10Apr. 7Jan. 22Mar. 51
Peak discharge
(cfs)
7,9008,4007,550
18,10011,8009,8407,760
18,10014,2008,540
11,5008,0207,500
10,00047,00025,40015,30011,50010,40015,500
Antecedent base
discharge (cfs)
150255480550500468174200
61148680785567756172862
1,520650652402
Direct runoff (in)
1.35.84
d2.58al.75d2.45a2.551.17
a2.001.051.29
al.071.77
al.02.91
5.182.201.59
a2.441.48
a4.25
Associated precipitation
(in)
5.861.992.081.721.60
.842.81
.525.521.74
.852.42
.762.224.402.922.651.211.69
.64
Storm duration (days)
41824552542211225252
Antec precipi
(in
5 -day1.20
.101.25
.62
.28
.09
.47
.18
.66
.06
.59
.50
.86
.5901.18
.6501.47
.25
sdent tation
30 -day6.171.925.661.675.251.565.445.004.233.755,455.245.022.564.154.146.764.155.274.05
Annual runoff
(in)
22.9922.8055.1025.4551.7824.8121.7550.4252.1755.5533.6028.1225.1622.5735.4558.6527.8556.0820.0455.54
a Runoff probably includes some snowmelt.
WEST VIRGINIA 387
Elk River at Centralia, W. Va. (3A-1950) Lat 38°37'00", long 80°33'20"; drainage area, 281 sq mi; mean annual precipitation, 51.63 in.
Water year
19351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 7Mar. 17Apr. 26Oct. 28Feb. 3May 25Apr. 6May 16Mar. 13Feb. 23Feb. 28Jan. 7Mar. 25July 23July 13Jan . 31Dec. 4Jan. 27Feb. 21July 15Mar. 5Aug. 6Jan . 30Aug. 8Jan. 22Apr. 4
Peak discharge
(cfs)
12,40014,5008,700
15,40018,30010,3006,5908,7009,3009,300
11,5009,1009,500
13,10014,10010,10013,2009,7007,730
11,10015,40011,10014,70013,200a9,90012,700
Antecedent base
discharge (cfs)
485586362650
1,720532504227607960976516496236
66525506707647192625198918658620255
Direct runoff (in)
1.532.211.373.442.161.412.11
.781.581.572.042.761.711.871.354.182.431.911.331.463.441.672.441.281.64
b2.52
Associated precipitation
(in)
3.802.551.972.952.402.891.481.901.661.622.521.711.553.543.864.351.162.08
.862.653.652.943.042.671.721.84
Storm duration (days)
13122351212333451311322133
Antecedent precipitation
(in)
5-day
4.50.83.38.99.39.42.11.11
1.02.37.27.24.03.96
0.26.68.42.94.17
2.27.41
1.191.591.68
.77
30 -day
6.452.501.505.334.681.581.492.782.711.312.812.331.243.753.874.307.805.195.386.326.395.894.55
10.442.733.18
Annual runoff (in)
_31.1931.0431.7130.7628.0719.1425.1736.0224.3434.9125.7622.8033.5436.5243.4838.1529.5324.6330.5933.6836.4333.9344.4123.5135.24
About. b Runoff probably increased by snowraelt.
Fourpole Creek at Huntington, W. Va. (3A-2065) Lat 38°24'15", long 82"20'45"; drainage areaT 20.9 sq mi; mean annual precipitation, 41.i in.
Wateryear
194019411942194319441945194619471948
Data relative to annual peak discharges
Date
Mar. 30July 12Apr. 9Apr. 19Apr. 11June 11June 2June 8Apr. 12
Peakdischarge
(cfs)
645895
1,6401,7501,5102,3703,7701,5202,370
Antecedentbase
discharge(cfs)
2.8.18
1.917.017.0
.50
.401.90
15.0
Directrunoff(in)
0.90.14
1.321.921.431.063.24
.962.30
Associatedprecipitation
(in)
1.572.572.252.752.192.283.583.964.79
Stormduration(days)
112323212
Antecedentprecipitation
(in)
5-day_
1.41.02
1.081.10
.11
.36
.891.24
30 -day
2.654.772.824.885.174.025.723.324.15
Annualrunoff(in)
_1.946.34
15.487.77
17.1312.27
7.1110.83
388 WEST VIRGINIA
Gauley River at Camden on Gauley, W. Va. (3A-1870) Lat 38°21'55", long 80°56'05"j drainage area, 256 sq ml; mean annual precipitation, 50.02 in.
Water year
19091910191119121913191419151916193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 14Jan. 7Jan . 30Feb. 27Mar. 27Nov. 16Jan. 7Oct. 1Mar. 5Aug. 7Mar. 17Dec. 7Oct. 28Feb. 3June 27Apr. 5May 16Mar. 13Feb. 22Dec. 26Jan. 7Mar. 25Feb. 14July 13Jan. 31Dec. 4Jan . 2 7Feb. 21July 19Mar. 5Aug. 6Jan. 29Dec. 8Jan. 22Apr. 4
Peak discharge
(cfs)
7,6505,830
15,0007,9709,4108,4509,410
13,30011,00012,80014,2008,120
13,30016,80017,5005,310
11,0008,910
10,00010,20014,60010,00014,30012,80012,60011,4005,660
10,40019,80018,30012,40014,3007,7908,770
13,400
Antecedent base
discharge (cfs)
428445995660325570660144310114581300572
1,990446506186502
1,130260424381343160443350745496608930168840308600450
Direct runoff
(in)
1.461.073.591.491.773.802.041.894.042.722.341.233.452.222.502.321.021.961.502.703.671.802.361.643.422.161.441.423.162.901.372.291.651.48
a2.40
Associated precipitation
(in)
1.551.183.041.472.591.942.623.843.265.434.581.763.241.994.421.651.561.931.471.411.771.22
.394.503.35
.962.02
.985.693.532.742.562.061.551.87
Storm duration (days)
21512221695222431333332151323313332
Antecedent precipitation
(in)
5 -day
0.33.35
1.53.90.22
1.98-.21
1.03.09.81.35
1.091.17
.77
.01
.02
.97
.61
.12
.23
.14
.091.88
.261.04
.33
.973.372.50
.26
.93
.811.32
.61
30 -day
1.923.766.413.364.336.01
_3.792.745.052.111.414.874.436.832.051.652.571.443.691.932.142.085. 73.478.713.953.546.587.725.823.583.812.332.49
Annual runoff (in)
28.1031.6531.3841.6232.2635.0030.0736.8324.7941.1932.3432.0831.1331.6132.7320.2927.3537.1725.3835.6327.6625.3834.3738.9944.6038.2930.2325.3130.9835.5335.3933.5743.7024.0034.28
a Runoff probably increased by snowmelt.
Leading Creek near Glenvllle, W. Va. (3A-1525) Lat 38°57'45", long 80"52'00"; drainage area, 144 sq ml; mean annual precipitation, 46.54 in.
Wateryear
19381939194019411942194319441945194619471948194919501951
Data relative to annual peak discharges
/Date
May 22Apr. 16Mar. 31June 4Mar. 9Dec . 30Feb. 23Feb. 27May 27June 8Apr. 12Dec. 15June 25Feb. 1
Peakdischarge
(cfs)
2,6009,0004,5007,1902,8505,3704,2007,1505,1606,8408,0009,000
12,1008,500
Antecedentbase
discharge(cfs)
13.5110
457
10170132200
6467635244
151
Directrunoff
(in)
1.622.941.272.35
.522.631.013.781.061.443.723.574.013.55
Associatedprecipitation
(in)
4.983.742.265.422.513.271.994.401.431.604.904.243.513.47
Stormduration(days)
52243526213514
Antecedentprecipitation
(in
5 -day
1.63.87.01-.11.58.43.42.50.68.07.01.70.58
30 -day
4.863.823.112.732.883.971.813.255.113.723.643.677.103.68
Annualrunoff(in)
_16.4715.4711.9113.0427.0916.8233.3821.8311.6923.2522.1531.6526.97
WEST VIRGINIA 389
Little Coal River at Danville, W. Va. (3A-1990) Lat 38°04'45", long 81 U50'15"; drainage area, 270 sq mi; mean annual precipitation, 46.69 in.
Water year
193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 15Jan . 30Mar. 15Mar. 3Mar. 12Apr. 6Jan. 25Oct. 28Feb. 3Mar. 31Mar. 11Mar. 9Dec. 30Apr. 12Aug. 2Jan. 7Mar. 14Feb. 13Feb. 16Jan. 31Feb. 1Mar. 23Jan. 8July 22Mar. 5Mar. 14Jan. 29Apr. 28Jan. 22Mar. 29
Peak discharge
(cfs)
4,66016,3008,640
13,50017,60020,3008,600
15,00042,800
2,6303,7204,870
23,1007,8807,560
19,7003,740
12,2004,5209,240
16,1008,4804,2104,060
17,40012 , 50014,50010,9004,7603,590
Antecedent base
discharge (cfs)
396155445795208468331
75930112383
88588287107664330608207320330345289
8.0970600614
1,15052
626
Direct runoff
(in)
0.91a2.381.251.492.691.954.011.404.54
.54
.86al.302.902.67
.652.47
.742.211.16
3.432.321.96
.80
.862.981.382.181.41
.80a. 91
Associated precipitation
(in)
0.913.051.711.373.322.545.113.533.141.101.762.203.082.832.752.88
.391.392.134.752.832.831.324.723.772.222.482.401.67
.69
Storm duration (days)
152435
1122131221212354222233331
Antecedent precipitation
(in)
5-day
1.53.29.76
1.00.07.33.66.04
1.92.12.62.16.73.07
1.63.38.20.08.07.06.19.04
1.1003.261.701.032.05
.550
30 -day
4.232.254.031.792.014.773.761.884.002.601.472.054.025.024.602.521.464.012.034.492.032.583.892.317.146.573.774.491.742.94
Annual runoff
(in)
12.0222.3518.6113.5621.2815.6414.7224.5020.377.995.678.03
23.7314.0619.4916.519.78
17.5815.4424.8125.8822.0113.928.90
24.5116.7517.6526.2611.2714.57
a Runoff possibly includes snowraelt.
Little Kanawha River at Glenvllle, W. Va. (3A-1520) Lat 38°56'00", long 80"50'20"; drainage area,386 sq mi; mean annual precipitation, 42.18 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Oct. 28Apr. 16Mar. 31Mar. 11Aug . 24Aug. 5Feb. 23Dec. 26Mar. 20June 8Apr. 13Dec. 16June 25Feb. 1Jan. 28Jan. 9July 19Oct. 16Jan . 30Feb. 10July 24Jan. 22Jan. 15
Peak discharge
(cfs)
12,80020,40010,7006,1007,720
17,30010,70012,3008,6906,550
11,30011,20012,50018,20010,4004,380
13,30010,6008,850
12,80011,9005,7006,510
Antecedent base
discharge (cfs)
275500183101
63262245400430100204236
84335451
947582
142680532549203
Direct runoff
(in)
2.633.471.491.191.082.151.45
a2.911.14
.662.643.121.84
a3.251.86
.903.781.59
bl.601.802.281.421.40
Associated precipitation
(in)
3.683.832.431.862.753.241.902.021.511.913.604.022.893.242.271.695.213.011.422.503.211.702.03
Storm duration (days)
23353224123415343223433
Antecedent precipitation
(in)
5 -day
1.75.83-
1.20.12
2.60.76.43.57.89.05-.71.46.57.64
1.420
.19
.761.571.54
.04
30-day
4.753.823.222.373.698.481.614.142.353.994.154.007.913.504.523.005.784.092.156.676.192.672.63
Annual runoff
(in)
24.8221.7720.1313.6713.6130.7816.6929.5420.0312.3324.9724.4735.8829.5418.7114.0815.7223.5424.9520.0428.8014.7420.24
a Runoff probably includes some snowmelt.b Runoff probably increased by unobserved precipitation.
390 WEST VIRGINIA
Little Kanawha River near Burnsvllle. W. Va. (3A-1515) Lat 38°49'25", long 80 55'55; drainage area, 155 sq mi; mean annual precipitation, 53.00 in.
Water year
19381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 21Feb. 3June 18July 4Aug. 24July 30Feb. 23Dec. 26Nov. 15Mar. 25Feb. 14Aug. 16June 25Dec. 4Jan. 27May 20July 19Oct. 16May 28Jan. 29Aug. 8Jan. 22Nov. 28
Peak discharge
(cfs)
3,6009,2004,8505,9207,7207,3705,1305,6702,9602,3905,0405,2006,7105,3905,2203,0006,2506,0904,2405,2805,0303,2304,250
Antecedent base
discharge (cfs)
465920190
666336
268294105219490
16238270244160134
3791
298283300111
Direct runoff
(in)
1.812.071.711.632.652.841.30
a3.131.11
.96al.971.441.65
a3.272.231.223.261.471.292.801.311.701.51
Associated precipitation
(in)
3.142.562.093.552.994.721.882.271.511.48
.583.672.994.352.541.803.902.442.43
3.882.441.823.52
Storm duration (days)
42463516552318353126236
Antecedent precipitation
(in)
5-day1.752.061.72
.70
.15
.66
.50
.47
.07
.06
.18
.09
.88
.92
.61
.242.010
.871.091.681.70
.04
30 -day4.144.028.856.384.586.741.704.131.552.313.353.776.994.345.414.107.584.01(b)4.06
12.112.985.33
Annual runoff
(in)
26.2723.2322.5617.1113.6133.6620.3332.0423.3716.0529.2429.3039.2229.0620.5517.3517.9424.6528.1723.7032.8618.5422.59
a Runoff probably includes snowmelt. b Record missing; not computed.
WEST VIRGINIA 391
Meadow River at Nallen, W. Va. (3A-1900) Lat 38°06'45", long 80°52'35" drainage area, 287 sq mi; mean annual precipitation, 50.35 in.
Water year
19091910191119121913191419151916192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571957195819591960
Data relative to annual peak discharges
Date
Mar. 10June 17Jan. 30Mar. 16Mar. 28Nov. 17Feb. 3Dec. 30Feb. 28Oct. 2Apr. 4June 28Mar. 20Mar. 5Apr. 1Mar. 18Jan. 21Oct. 28Feb. 3Aug . 14Apr. 6Mar. 9Dec. 30Apr. 12Jan. 1Jan. 8Mar. 25Feb. 14Dec. 16Feb. 2Dec. 4Apr. 28Feb. 21July 22Mar. 5Apr. 16Jan . 10Jan . 30Mar. 31Jan. 22Mar. 31
Peak discharge
(cfs)
3,2403,6907,3606,5204,8104,4907,3004,9205,1406,1403,9707,8403,9708,7405,9405,7404,2508,9206,7607,1703,8305,8705,9705,0104,790
10,0004,3508,8907,6207,3606,3403,5706,4504,830S,2004,7405,4205,4205,4203,0008,750
Antecedent base
discharge (cfs)
865715920298337106540765392
111,580
751,770
2641,640
484474740
1,77093
390110400
1,3501,150
600649350288416250345642
771,100
985302960334210425
Direct runoff
(in)
1.262.142.282.871.212.132.711.282.101.661.471.991.524.642.031.952.612.511.431.911.441.883.181.111.143.561.382.872.263.622.081.781.932.382.651.521.612.78
a3.98.74
a5.02
Associated precipitation
(in)
1.324.052.112.662.592.761.651.071.214.052.914.372.423.833.803.634.113.651.684.931.992.123.341.971.351.861.901.543.204.641.453.201.854.893.422.521.673.742.901.00
.50
Storm duration (days)
26432831416136426222378222531464233237732
Antec precipi
(in
5 -day
0.761.37
.74
.83
.27--.67.83-.97.48
1.361.732.42
.62
.30
.991.38
.02
.10
.62
.61
.621.08
.62
.06
.14
.04
.151.99
-.84.84
2.39.19.29.71.65
1.06.22
sdent tation
30 -day
3.873.034.282.023.623.404.032.002.14
.704.643.554.323.167.451.753.914.334.306.122.213.534.385.134.902.883.504.054.963.734.552.234.742.596.814.064.304.08
M(b)2.65
Annual runoff (in)
22.7622.9322.8426.7024.3627.6221.8532.60
-20.6720.2327.5628.5615.3531.4127.4622.5928.5422.2928.6315.3719.1027.2018.1225.4422.4114.8824.5828.8430.7829.8626.4823.7322.2130.3926.0026.2726.2736.9817.6826.15
a Runoff probably increased by snowmelt. b Record missing; not computed.
770-960 O-65-27
392 WEST VIRGINIA
Middle Fork River at Audra, W. Va. (3A-0520) Lat 39°02'25", long drainage area,, 149 sq raij mean annual precipitation, 56.18 in.
Water year
1942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug . 24Jan. 18June 23Dec. 26Jan .' 7June 8Feb. 14Dec. 16June 25Dec. 4Jan. 27Jan. 8Jan. 16Oct. 16Aug. 6Jan. 29July 23Jan. 22Mar. 30
Peak discharge
(cfs)
6,5402,9906,4206,1803,1706,1807,7405,3607,0204,9204,3702,3603,1709,7806,4207,5005,1405,2504,590
Antecedent base
discharge (cfs)
112180
75219387110450150292314349100212
59221457273500198
Direct runoff
(in)
1.88al.621.48
a3.73al.681.74a. 632.681.56
a2.242.111.27
al.352.101.951.892.08
bl.98a5.03
Associated precipitation
(in)
3.581.572.252.39
.873.41
.703.503.251.202.742.171.333.842.921.993.361.732.83
Storm duration (days)
3329223422384122437
Antecedent precipitation
(in)
5-day0.34
.221.70
.53
.26
.73
.32
.021.45
.87
.40
.121.30
.08
.43
.881.461.44
.85
30-day7.925.477.625.421.904.354.574.087.515.725.153.043.765.123.903.835.492.603.42
Annual runoff
(in)
-37.8628.2236.3829.5323.5633.7333.2141.7233.5726.4325.0220.6730.6435.7829.2537.4921.8829.09
a Runoff probably b Runoff probably
includes some snowmelt. increased by unobserved precipitation.
North Fork of South Branch Potomac River at Cabins, W. Va. (IB-6060) Lat 38"59'05", long 79"14'10"; drainage area, 314 sq mi; mean annual precipi tation, 35.53 in.
Water year
19401941194219431944194519461947194819491950195119521953195419551956195619571958195919591960
Data relative to annual peak discharges
Date
May 31Apr. 6May 16Dec. 30Feb. 23Dec. 26Jan. 7Mar. 15Apr. 14June 17Sept. 13Dec. 7Apr. 28Feb. 21Mar. 1Oct. 15May 28Aug. 6Jan. 29Apr. 6Jan. 22Apr. 29Mar. 30
Peak discharge
(cfs)
14,3002,990
13,4006,3406,7805,7006,3404,720
10,30050,0009,900
10,2006,7005,500
12,80015,4005,6005,6006,0006,2002,9702,970
10,100
Antecedent base
discharge (cfs)
142330112190257254231233416
5450
195290372298
31275107550
1,400150350244
Direct runoff
(in)
1.61.81
1.36al.95
.91al.15al.63a. 841.632.291.47
bl.051.69
.771.101.17
.701.02
.80al.07
.44
.47a5.21
Associated precipitation
(in)
2.021.302.381.651.21
.70
.89
.662.905.483.07
.962.99
.952.122.701.623.851.57
.821.041.292.35
Storm duration (days)
22141442224141112522226
Antecedent precipitation
(in)
5-day1.56
.42
.23
.43
.310
.04
.02
.40
.30
.07
.89
.07
.08
.290
.78
.36
.920
.78
.34
.13
30-day3.811.761.742.19
.922.09
.931.663.253.024.852.762.193.401.522.74(c)5.642.893.662.053.283.32
Annual runoff
(in)
-10.2813.8921.3514.2418.1614.7510.8315.9125.3619.0921.9116.6015.509.57
21.7017.5717.5716.0917.689.239.23
20.26a Runoff probably increased by snowmelt.b Heavy snow cover in portions of area previous to rise.c Record missing; not computed.
WEST VIRGINIA 393
Opequon Creek near Martinsbursc. W. Va. ( IB-6165) Lat 39°25'15", long77"56'20"j drainage area, 272 sq mi; mean annual precipitation, 36.40 in.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 21Apr. 14Dec. 30May 19Dec. 4Apr. 28Nov. 22Mar. 2Aug. 19Mar. 15Feb. 10Mar. 27June 3Apr. 5
Peakdischarge
(cfs)
1,3701,9402,7002,7409,1007,1906,9802,4704,9002,4201,9402,0904,3002,530
Antecedentbase
discharge(cfs)
50117284155305243
6378
242167282663
96308
Directrunoff
(in)
0.13.41.43.25
1.142.281.15
.34
.82
.42
.34
.51
.55
.53
Associatedprecipitation
(in)
0.751.811.45
.802.165.234.951.963.241.631.321.442.911.88
Stormduration(days)
22221432236322
Antecedentprecipitation
(in)
5 -day1.72
.2401.6400
.51
.165.26
.62
.711.57
.12
.49
30-day3-. 542.344.274.334.153.79
.941.366.982.182.533.512.641.57
Annualrunoff(in)
-6.70
14.7010.2815.7314.6913.654.269.338.309.32
11.525.489.79
Patterson Creek near Headsville. W. Va. (IB-6045) Lat 39°26'35", long78 49'20 ; drainage area, 219 sq mi; mean annual precipitation, 36.69 in.
Water year
19391940194119421943194419451946194719481949195019511952195319541955195619561957195819591960
Data relative to annual peak discharges
Date
Feb. 3May 31July 5May 22Oct. 15May 7Sept. 18Feb. 14Mar. 15Mar. 24Dec. 16Feb. 1June 3Apr. 28Jan, 24Mar. 1Aug. 18Mar. 14Apr. 7Feb. 10Apr. 29Apr. 29Oct. 24
Peak discharge
(cfs)
7,8009,6002,3305,260
15,3008,400
10,0001,910
8583,0404,9003,2505,9003,4703,1505,650
16,0003,7503,7505,0003,9201,110
10,600
Antecedent base
discharge (cfs)
350105
18112
26145
315927
115995270
141211
39107128234292
9674
8
Direct runoff
(in)
1.201.01
.831.023.461.561.60
.37a. 38
.461.241.151.141.62
.88
.761.78
.72
.771.21
.84
.231.03
Associated precipitation
(in)
1.631.823.802.396.572.633.56
.86
.291.392.322.542.182.791.362.773.452.071.351.991.941.434.10
Storm duration (days)
22432224322314412415331
Antecedent precipitation
(in)
5 -day0.861.47
.281.490
.02
.80
.240
.41
.10
.062.920
.26
.163.12
.55
.31
.70
.7300
30 -day3.312.814.512.793.283.185.391.211.623.253.021.094.472.372.56
. 994.402.543.973.13(b)2.244.70
Annual runoff
(in)
11.1710.907.617.91
15.1910.8811.738.983.048.38
14.319.43
13.9911.8911.014.62
14.399.659.65
10.2310.813.13
11.86a Direct runoff increased by snowmelt. b Record incomplete; not computed.
394 WEST VIRGINIA
Piney Creek at Raleigh, W. Va. (3A-1850) Lat 37°45'40", drainage area, 52.2 sq ml; mean annual precipitation, 41
long 81°09'50"; .91 in.
Wateryear
195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 28Feb. 21Jan. 16Mar. 6Apr. 16Jan. 29Mar. 31Jan. 22Mar. 30
Peakdischarge
(cfs)
1,310980
1,0402,1801,3602,5001,040
624780
Antecedentbase
discharge(cfs)
219815
175162
90551167
Directrunoff(in)
1.771.09
.972.091.623.33
a2.57.78
a2.ll
Associatedprecipitation
(in)
3.171.521.853.072.554.682.581.65
.77
Stormduration(days)
522235672
Antecedentprecipitation
(in
5 -day
_0.861.241.79
.54
.83
.3800
30-day
1.594.091.846.494.344.063.391.312.73
Annualrunoff
(in)
19.1915.0112.3121.9316.6117.9822.6710.4613.74
a Runoff probably increased by snowraelt.
Pocatalico River at Sissonvllle, W. Va. (3A-2010) Lat 38°31'35", long81"57'50"; drainage area,238 sq mi; mean annual precipitation, 50.97 in.
Water year
1909191019111912191319141915191619301931193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 1June 27Jan. 30Aug. 29Mar. 27Feb. 19Dec. 21Oct. 1May 20Apr. 1June 22May 20Apr. 16June 27Mar. 11Mar. 7Dec. 30Apr. 12Jan. 1Jan. 7Jan. 3Apr. 13Dec. 16Feb. 1Feb. 1May 21Mar. 24Mar.' 13Feb. 27Feb. 18Dec. 14May 7Jan. 21Jan. 15
Peak discharge
(cfs)
8,53017,0007,6305,4109,1308,8305,530
10,40022
5,0601,8905,350
14,10010,3004.2603,580
10,1006,0507,2906,5803,0509,5207,3009,340
10,2006,9403,8002,2306,6407,560
10,1005,8603,5003,560
Antecedent base
discharge (cfs)
4169.7
2849065543282
-885
8419
376266542
50021563430526522047
729201
89175170332216
14450261
55
Direct runoff
(in)
1.962.391.69
.472.301.771.501.99
-1.09
.191.353.652.131.151.572.991.441.781.34
.733.492.523.903.301.71
.97
.811.612.422.992.381.311.05
Associated precipitation
(in)
2.782.972.591.193.011.411.623.29-
1.45.54
3.935.293.861.282.263.281.771.691.49
.994.713.093.993.571.891.781.452.403.064.813.581.541.70
Storm duration (days)
21512132-11
102423321223234323246433
Antec precipi
(in
5 -day
0.35.08.80.32.17.94.21
1.51-.72.82.13
1.07.11.09.10.39.73
1.49.11.55.72.02.96.28.13.34
01.06
.6801.351.210
edent tat ion
30-day
3.744.494.463.882.233.033.855.71
-4.485.142.374.005.85
.811.793.984.944.871.382.384.003.435.593.713.132.782.233.954.35
.814.712.112.04
Annual runoff (in)
9.4916.3713.6120.7213.5416.7411.7229.10
-8.44
_15.6020.0215.478.67
11.5724.4312.9223.1717.949.63
15.9918.4624.0225.0420.1810.106.57
16.6319.4316.1625.2310.2114.57
WEST VIRGINIA 395
Second Creek near Second Creek, W. Va. (3A-1830) Lat 37°41'05", long 80"27'25"; drainage area, 80.8 sq mi; mean annual precipitation, 38.05 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Jan. 8Mar. 14Feb. 14Apr. 13Feb. 2Dec. 7Mar. 11Mar. 24Mar. 1Mar. 6Apr. 16Jan. 29Mar. 31Jan. 22Mar. 30
Peakdischarge
(cfs)
1,3901,6403,6703,0501,7003,0502,3101,6701,8304,6801,3503,2706,1001,5702,160
Antecedentbase
discharge(cfs)
944070
1255785858135
2959898
1901992
Directrunoff(in)
1.321.192.341.021.71
.84
.79
.69
.722.08
.791.651.98
.54a2.72
Associatedprecipitation
(in)
1.89.18
1.091.482.92
.971.131.392.512.401.882.582.391.08
.35
Stormduration(days)
412231111223212
Antecedentprecipitation
(in)
5 -day
0.260
.871.05
.14
.970
.27
.022.58
.18
.871.07
.25
.20
30 -day
2.262.173.082.801.842.852.363.071.005.672.982.793.352.132.88
Annualrunoff(in)
11.388.44
16.4016.8813.2216.0412.4010.859.48
16.8310.0614.9818.427.95
14.15a Runoff probably increased by snowmelt.
Skin Creek near Brownsville, W. Va. (3A-0575) Lat 38°58'30", long 80°26'40' drainage area, 25.7 sq mi; mean annual precipitation, 45.57 in.
Wateryear
194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 19June 8Feb. 14Dec. 15June 25Feb. 1Jan. 28May 22Mar. 1Oct. 15Mar. 14Feb. 10Dec. 26Jan. 20Sept. 12
Peakdischarge
(cfs)
7621,3501,4001,4802,1101,4801,240
765760
2,0001,4402,2801,060
8781,480
Antecedentbase
discharge(cfs)
325
671317'
222811204.2
435017241.8
Directrunoff
(in)
0.771.38
a2.332.861.802.092.47
.63
.641.591.511.841.011.421.17
Associatedprecipitation
(in)
1.211.82
.793.483.282.292.801.331.873.182.102.721.631.574.33
Stormduration(days)
141212311132132
Antecedentprecipitation
(in
5 -day
0.68.53.23.15.63
1.43.35.37.29
01.39
.70
.711.71
.40
30-day
2.434.164.373.947.934.854.993 931.914.395.785.814.462.723.44
Annualrunoff(in)
18.4014.9026.5325.5235.5529.3120.4414.8812.5623.2825.0320.3023.8315.6522.27
a Runoff probably includes some snowmelt.
396 WEST VIRGINIA
South Branch Potomac River at Franklin, W. Va. (IB-6055) Lat 38°38'14",long 79"20'14"; drainage area, 43,28 in.
182 sq mi; mean annual precipitation,
Wateryear
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 31Apr. 5May 16July 8May 25Sept. 18Jan. 7July 17Apr . 14June 1 7Sept. 13Dec. 7Mar. 11Feb. 21Mar. 1Oct. 15Mar. 14Apr. 5May 5June 2Mar. 3
Peakdischarge
(cfs)
6,6001,300
10,1004,3301,8203,7001,7002,8805,600
15,0003,0205,2005,2004,3606,4706,0901,6103,0202,1303,8005,540
Antecedentbase
discharge(cfs)
313168
5781
165134122
65313
70441.10
162128112
26254220313175124
Directrunoff
(in)
1.24.37
1.19.81.45.93
a. 79.14
1.581.941.10
.78
.88
.93
.89
.55
.33
.65
.43
.65a2.59
Associatedprecipitation
(in)
2.281.343.983.622.443.121.22
.512.605.314.681.091.981.351.984.871.351.531.571.73
.92
Stormduration(days)
221322332241111121422
Antecedentprecipitation
(in)
5-day1.66
.45
.43
.311.101.47
.03
.19
.23
.57
.09
.030
.12
.170
.65
.82
.31
.83
.12
30-daj^4.651.781.966.254.654.641.513.274.002.593.412.431.252.71(b)2.11(b)1.833.593.942.67
Annualrunoff(in)
-6.63
12.5117.439.89
11.1011.247.72
13.5522.6313.4518.1014.3712.827.85
15.048.22
10.1213.787.34
15.43a Runoff probably increased by snowmelt. b Record missing; not computed.
South Pork of South Branch Potomac River near Moorefield, W. Va. (IB-6080) 78°57'23";drainage area,283sq mi; mean annualLat 39°00'44", long
precipitation, 36. in.
Water year
19291930193119321933193419351939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Apr. 16Oct. 22Apr .4,5Feb. 4Aug . 24Mar. 28Sept. 6Feb. 4May 31July 12May 22Oct. 15May 7,8Sept. 18May 4July 18Apr. 14June 18Sept. 13Dec. 8Mar. 11Mar. 25Mar. 1Oct. 16Aug. 5Apr. 5May 6June 3May 8
Peak discharge
(cfs)
5,7007,6201,6306,570
14,0003,7505,310
12,00010,0004,090
14,60012,8002,970
13,2003,4902,5706,380
39,0004,900
11,5007,4004,560
11,70019,8002,9806,2002,6906,6008,250
Antecedent base
discharge (cfs)
12544
35010043
20754
160360
9622544
17024
165130292
3824
130198270114
1439
111375148
72
Direct runoff
(in)
1.151.06
.58
.821.41
.58
.871.361.09
.141.902.25
.781.51
.71
.171.223.30
.791.19
.791.20
.961.65
.55
.87
.541.011.35
Associated precipitation
(in)
2.561.681.192.272.69
.753.631.592.12
.813.304.442.304.951.73
.761.958.823.79
.80
.87 1.901.475.273.751.941.572.613.21
Storm duration (days)
11412143233324322241131 154322
Antecedent precipitation
(in)
5-day0.04
.02
.70
.41
.22
.41
.081.872.36
.141.9300
.95
.41
.11
.61
.60
.061.010
.19
.110
.540
.36
.560
30-day
0.853.802.181.903.752.495.543.263.014.602.951.941.893.471.672.963.782.194.202.491.372.42
.761.573.49
.933.482.69
.70
Annual runoff (in)
10.538.377.088.69
16.074.30
14.8711.3110.575.958.42
15.737.71
10.059.055.479.79
20.079.38
14.8112.3310.635.84
15.456.218.30
11.245.02
12.58
WEST VIRGINIA 397
Tuscarora Creek above Martlnsburg, W. Va. (IB-6170) Lat 39°28'10", long 77°58'15"; drainage area,11.3 sq mi; mean annual precipitation, 37.45 in.
Wateryear
194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
July 13Aug. 19Dec. 4Sept. 1July 22Mar. 1Aug. 18Mar. 14Oct. 23May 6May 19June 15
Peakdischarge
(cfs)
181176-
208222
65163
72176
76143234
Antecedentbase
discharge(cfs)
5.53.8
205.65.437.18.42.6
153
10
Directrunoff
(in)
0.51.22.59.40.23.07.36.10.21.24.14.19
Associatedprecipitation
(in)
4.352.882.173.832.261.552.291.243.091.861.251.64
Stormduration(days)
312321111412
Antecedentprecipitation
(in)
5-day
0.30000
.04
.164.67
.690
.35
.07
.04
30 -day
2.21.42
3.716.87
.211.516.722.342.573.522.825.01
Annualrunoff(in)
17.7213.8121.0317.5018.04
3.497.797.84
13.009.024.47
10.41
Tygart River near Dailey, W. Va. (3A-0500) Lat 38°48'35 drainage area, 187 sq ml; mean annual precipitation, 49.
, long 79°52'55"; 16 in.
Water year
1916191719181919192019211922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619561957195819591960
Data relative to annual peak discharges
Date
Dec. 18Mar. 12Mar. 13Jan. 2Dec. 7May 30Dec. 24Feb. 2May 12Mar. 19Jan. 22Feb. 6June 20Dec. 1Oct. 3Aug. 23Feb. 4May 16Mar. 3Aug. 7Mar. 17Apr. 26Oct. 28Feb. 3June 19May 18Aug. 24July 30Feb. 23Dec. 26Jan. 8Mar. 25Feb. 14Dec. 16June 25Dec. 4Jan. 28Feb. 22Mar. 1Oct. 16May 28Aug. 6Jan . 30Aug. 9Jan. 22Mar. 31
Peak discharge
(cfs)
5,0707,510
11,3006j4706,3905,6005,2206,1506,3104,7004,4704,9207,7506,2405,7602,880
13,1004,1705,9008,0207,6805,1307,3509,3104,9203,6006,2307,7608,6006,6504,6504,5607,6405,2306,2405,7005,1004,3205,800
10,4007,2507,2509,2005,7104,8206,850
Antecedent base
discharge (cfs)
70280475217125135401280260367100304190215
1240
12017018818018315524017513035
22672
320200278224200166256230373330278
39228
94384206300240
Direct runoff
(in)
1.603.223.102.771.811.342.142.422.741.271.251.663.951.621.901.512.471.35
a2.761.942.081.702.702.131.28
.912.022.121.70
a2.94al.571.41
a2.141.931.10
a2.261.91
al.071.121.921.531.802.04
.961.40
a5.42
Associated precipitation
(in)
1.654.884.124.152.843.162.822.594.571.571.502.504.812.305.853.893.532.651.712.233.432.624.002.372.072.273.154.112.131.581.092.28
.642.551.631.452.27
.852.424.092.892.842.662.091.702.69
Storm duration (days)
2324212353116233233132223234232522123121323136
Antecedent precipitation
(in)
5-day0.67
.99
.71
.9901.21
.331.14
.92
.601.56
.02
.63
.480
.021.661.571.042.79
.81
.531.262.241.01
.01
.90
.66
.43
.53
.22
.13
.15
.111.012.48
.42
.96
.48
.011.09
.63
.961.371.46
.04
30 -day2.769.606.206.283.584.187.235.574.413.073.634.965.414.482.536.854.836.143.188.131.782.625.605.597.201.00
11.597.982.264.591.602.913.623.446.234.775.205.292.564.064.454.944.088.922.402.50
Annual runoff
(in)
27.8527.2727.8421.3529.3315.9232.7224.6433.5217.8027.0836.2530.0123.9717.2118.0424.9526.7317.2428.8027.2725.6825.4824.8418.9913.2419.7330.7721.0025.2620.4816.5025.4026.6432.9929.3022.2818.6717.9225.9330.1030.1023.8530.6416.1525.03
a Runoff probably includes snowmelt.
398 WEST VIRGINIA
Tygart River near Elklns, W. Va. (3A-0505) Lat 38°55'30' drainage area, 272 sq ml; mean annual precipitation, 51.
, long 79°52 74 in.
Wateryear
1945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Dec. 26May 28June 9Feb. 14Dec. 16Feb. 1Dec. 4Jan. 28Feb. 22Mar. 2Oct. 16Jan. 30Jan. 30May 6Jan. 22Mar. 31
Peakdischarge
(cfs)
7,6004,7006,6008,8107,6007,1006,4006,2004,3405,240
10,7008,5609,3605,6005,2008,400
Antecedentbase
discharge(cfs)
280326107450280334150563524414
3770
570965434245
Directrunoff(in)
a2.841.231.18
a2.302.033.18
a2.231.85a. 98
.942.24
cl.822.982.311.54
a3.69
Associatedprecipitation
(in)
1.462.532.62
.662.853.86
.972.40
.791.994.151.243.703.341.78
.80
Stormduration(days)
423224122222563I
Antecedentprecipitation
(in)
5 -day0.51
.28
.58
.17
.17
.20
.56
.47
.84
.46
.09
.28
.862.301.45
.04
30-day5.305.003.453.963.683.414.565.345.15(b)4.222.374.085.722.502.45
Annualrunoff(in)
26.2921.8116.6124.9026.5133.0428.7521.9118.9817.2526.7431.2424.3731.4716.2724.87
a Runoff probably b Record missing; c Runoff probably
Includes some snowmelt, not computed, increased by unobserved precipitation.
West Pork River at Brownsville. W. Va. (3A-0580) Lat 39°00'10", Ion 80°28'55"; drainage area, 102 sq ml; mean annual precipitation, 45. 24 In.
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 8Feb. 14Dec. 15June 25Feb. 1Jan. 28Jan. 8July 22Oct. 15Jan. 30Feb. 10Dec. 26May 14Sept. 12
Peakdischarge
(cfs)
2,8504,5404,1206,4204,2303,5701,8002,3604,6403,3205,2402,3001,9802,900
Antecedentbase
discharge(cfs)
38200
64143195
9540272740
2478852
5
Directrunoff(in)
1.33a2.47
2.822.252.072.25
.941.481.69
al.742.11
.931.01
.99
Associatedprecipitation
(in)
2.03.59
3.433.042.242.561.154.162.871.432.721.632.054.13
Stormduration(days)
32212323122132
Antecedentprecipitation
(in
5 -day0.79
.24
.14
.811.17
.65
.881.040
.17
.68
.71
.24
.43
30-day4.373.873.867.724.234.943.315.574.302.145.854.482.723.66
Annualrunoff(in)
14.6727.0126.3436.0128.4719.4815.5313.7823.9126.1519.8426.0515.6621.95
a Runoff probably includes some snowmelt
WEST VIRGINIA 399
West Fork River at Butehervllle, W. Va. (3A-0585) Lat 39°05'25", long 80°28'05"; drainage area, 181 sq mi; mean annual precipitation, 45.80 in.
Water year
19151916191719181919192019211922192319241925192619271928192919301931193219331934193519361937193819391940194119421943194419451946194719481949195019511952195319541955195619571958.19591960
Data relative to annual peak discharges
Date
Aug. 3Jan. 12Jan. 22Mar. 13Jan. 2Dec. 7Aug. 3Dec. 24Dec. 17May 12Mar. 19Oct. 25Nov. 16Apr . 30Feb. 26Oct. 3Apr. 1Jan. 30May 11Jan. 7May 7Mar. 17Jan. 23Oct. 28Apr. 17May 31Aug. 27Aug. 24Mar. 20Feb. 23Dec. 26Feb. 14June 8Feb. 14Dec. 16June 25Feb. 1Jan . 28Jan. 8July 21Oct. 16Jan . 30Feb. 10July 23Jan . 20Sept. 12
Peak discharge
(cfs)
a2,0108,5208,920
10,7009,8006,1603,4507,5605,1408,7604,0206,2208,9204,8605,0707,2602,3007,2606,5805,8606,0007,3607,7408,3909,0206,2604,7603,2705,0906,8607,8203,8804,9809,1208,860
18,0007,6305,2003,3203,0707,5005,600
10,4005,9003,8604,310
Antecedent base
discharge (cfs)
35268133323110
3416
178155346140
961189352
6188346245350
76302100165145122
2730
486160285342
55366115188250275
66374074
426286200
11
Direct runoff
(in)
0.462.551.513.072.771.51
.62b2.421.452.591.181.411.96
b2.21bl.641.82
.671.601.741.991.632.005.043.103.101.45
.86
.761.521.55
b3.24bl.151.312.753.343.753.032.071.251.191.65
XL. 762.411.63Jl.48
.99
Associated precipitation
(in)
1.342.761.813.203.611.963.712.241.893.651.451.892.832.06
.854.29
.761.862.572.242.003.425.333.813.492.462.792.361.751.951.86
.622.57
.663.603.573.392.442.403.783.261.402.742.721.483.78
Storm duration (days)
2322322243211232113323723223224232214373122332
Antecedent precipitation
(in)
5-day1.391.1901.24
.300
.79
.08
.35
.61
.70
.5201.341.000
.35
.74
.79
.311.42
.73
.721.07
.751.72
.35
.17
.50
.28
.311.06
.73
.26
.05
.61
.40
.41
.38
.980
.18
.671.831.69
.41
30 -day5.346.603.845.684.062.612.916.243.224.533.306.303.904.272.533.752.723.854.294.853.992.345.064.943.734.364.835.423.251.544.132.834.394.053.857.393.194.242.794.784.492.085.726.152.713.43
Annual runoff (in)
-28.4424.9022.6821.7528.0414.6325.2021.4631.2520.2926.6737.5626.7117.9015.9910.6317.8826.7816.9225.1723.6924.9427.0320.7921.3714.5714.6828.9317.9832.3820.4314.7226.6227.1336.8228.3220.4115.4312.5023.6825.9420.0627.8515.3523.18
a Maximum daily discharge.b Runoff probably includes some snowmelt.c Runoff probably increased by unobserved precipitation.
400 WEST VIRGINIA
West Pork River at Clarksburg, W. Va. (3A-0590) Lat 39°16'05", long 80°21'25"; drainage area,384 sq mi; mean annual precipitation, 46.32 in.
Water year
1924192519261927192819291930193119321933193419351936193719381939194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 12May 12Oct. 26Nov. 16Apr. 30Feb. 26Oct. 3Apr. 2Mar. 28May 12Mar. 3Mar. 12Mar. 18Jan. 23Oct. 29Apr. 17May 31June 4Apr. 10Mar. 20Feb. 23Dec. 26Feb. 14June 9Feb. 14Dec. 16June 25Feb. 1Jan. 28Jan. 9Mar. 2Oct. 16Jan. 30Feb. 10July 24Jan. 21Jan. 15
Peak discharge
(cfs)
16,3008,1509,990
14,8009,840
11,30011,6004,550
10,40012,20012,20011,00012,80012,80016,60013,5009,7509,5505,530
10,50010,90013,5007,7207,470
15,80013,60016,90014,4009,1806,1404,440
10,60010,50012,9008,5806,9607,390
Antecedent base
discharge (cfs)
401280190312250141
20384477375
62179503517350430247
776
390489645655120220272258523616
50195
74166998
1,020510185
Direct runoff
(in)
2.901.231.292.31
a2.05al.521.71
.811.572.75
a2.242.252.005.572.772.631.401.88
.801.601.55
a2.98al.091.05
a2.382.782.602.791.941.30
.851.58
al.751.911.72
al.341.23
Associated precipitation
(in)
4.122.031.932.891.88
.864.071.202.004.032.652.943.295.973.333.232.564.531.722.021.811.81
.582.24
.683.183.68
b3.292.422.561.633.341.412.743.291.342.28
Storm duration (days)
52212223276339222432132222154
111122633
Antecedent precipitation
(in)
5 -day0.54
.53
.3601.05
.990
.36
.47
.76
.82
.05
.651.181.11
.781.020
.18
.96
.27
.21
.99
.67
.20
.20
.59
.46
.36
.01
.240
.20
.642.061.72
.05
30-day3.853.206.353.934.222.433.752.563.054.301.752.041.994.694.793.624.292.621.742.811.593.752.694.153.733.586.113.224.342.551.274.521.895.296.622.722.65
Annual runoff (in)
32.5816.0024.6333.4224.0916.9915.019.79
16.8222.6714.8921.6421.8223.2923.1018.2820.3713.8214.9529.6618.5233.6320.3013.4423.9023.6333.1128.1620.6014.5210.4922.5525.9019.5328.0014.1621.21
a Runoff probably includes some snowmelt.b Includes some precipitation in the form of freezing rain.
Wheeling Creek at Elm Grove, W. Va. (3A-1120) Lat 40°02'40", long80°39"40";drainage area, 282 sq mi; mean annual precipitation, 38.03 in.
Water year
19411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
June 5Mar. 9Dec. 30Mar. 5Mar. 6June 2June 7Feb. 14Dec. 15Jan. 7Jan. 15Jan. 27May 7Apr. 17Oct. 16July 27Apr. 18May 4Feb. 10Feb. 11
Peak discharge
(cfs)
17,7009,090
22,1006,920
19,10011,0005,4607,7605,8006,920
15,90010,0006,7403,240
11,6009,6007,3606,340
11,6004,240
Antecedent base
discharge (cfs)
327110714298640283102
5092
250237380135
6853
232366745388110
Direct runoff
(in)
2.00al.90a2.921.532.351.04
.791.011.021.651.531.51
.75
.511.031.92
.852.181.32
.89
Associated precipitation
(in)
2.261.512.632.473.221.652.90
.692.413.671.932.191.741.303.972.481.253.741.802.00
Storm duration (days)
24332221351233221526
Antecedent precipitation
(in)
5 -day
1.08.11.66.05
1.491.47
.27--.39.10.53-.21.48.55.02
1.55.39
0
30 -day
3.912.192.142.065.134.684.201.612.263.552.023.132.631.843.766.014.683.614.371.77
Annual runoff (in)
_13.8427.9013.3318.9813.5711.2812.2214.3817.1723.6915.499.995.40
15.6925.9314.0816.3314.8813.14
a Runoff probably includes snowmelt.
WISCONSIN 401
Big Eau Pleine River near Stratford, Wis. (5-3995) Lat 44°49'15", long 90 04'35"j drainage area, 224 sq mi; meanan annual precipitation, 50.64 in.
Water year
19141915191619171918191919201921192219251924192519581959194019411942194519441945194619471948194919501951195219551954195519561957195819591960
Data relative to annual peak discharges
Date
June 5May 21Apr. 21Apr. 4Mar. 19Aug. 7Nov. 10Apr. 27Apr. 9Apr. 18Aug. 22June 17Sept. 9Mar. 24June 24Sept. 16May 50June 27June 25Aug. 51Mar. 14Mar. 24Mar. 21Mar. 22Mar. 27Apr. 7Apr. 1Mar. 22Mar. 25Oct. 14Apr. 5Mar. 15June 5Sept. 27Dec. 28
Peak discharge
(cfs)
40,0003,2505,5405,6704,9805,3308,6507,6709,9002,3607,5102,410
41,0008,200
10,2007,1609,710
18,5003,370
24,7009,4207,050
10,6007,380
10,5009,280
11,50010,6005,4206,200
10,5004,0008,8905,6108,460
Antecedent base
discharge (cfs)
_120616--182182182480
1,05055
2626712615247685427
70025
65
60160
311268
5695.0
1646010
Direct runoff
(in)
_0.701.75
--
1.021.601.44
al.55al.051.17
.396.39
b3.282.28
.841.782.68
.571.85
a3.80al.40a4.01a2.01a2.27a4.99a2.98a4.17
.611.14
a4.04a. 611.541.47
al.51
Associated precipitation
(in)
_1.561.85--
1.852.021.681.50
.452.00
.956.22(b)3.531.083.555.002.245.62
.55
.52
.09
.671.011.58
.491.87
.581.741.41
.545.122.971.86
Storm duration (days)
_23--11211112
(b)452252111252292171126
Antecedent precipitation
(in)
5 -day_
1.50.35--
2.25.27.13.66
01.572.154.17b.20
.81
.25
.2201.501.130000
.20
.250
.06
.42
.24
.1601.562.140
30-day_
4.041.85
--
5.315.321.092.561.355.175.998.10
bl.287.91
11.545.859.963.895.351.44
.771.42
.101.252.291.451.601.194.081.54
.462.905.58
.16
Annual runoff (in)
_9.28
16.4410.7510.5510.1715.528.589.145.109.055.25
18.5912.409.549.40
20.5216.247.01
11.1612.569.656.256.919.85
11.4910.059.856.229.949.472.956.169.66
14.89a Runoff probably increased by ice and/or snowmelt. b Runoff produced by snow and icemelt.
Coon Creek at Coon Valley, Wis. (5-3865) Lat 45°42'15", drainage area 77.2 sq mi; mean annual precipitation, 30.
long 91°01'05"; 61 in.
Water year
1934 1955 1936 1957 1958 1959 1940
Data relative to annual peak discharges
Date
Apr. 2 Aug. 6 Mar. 10 Mar. 6 Sept. 10 Mar. 19 Aug. 14
Peak discharge
(cfs)
2,510 8,110 1,400
800 2,810
747 5,410
Antecedent base
discharge (cfs)
25.2 55 54 5241 41 38
Direct runoff
(in)
0.83 .61 .35
a. 26 .33
b.13 .20
Associated precipitation
(in)
1.62 2.44
.56
.07 2.55 (b) 1.54
Storm duration (days)
4 1 2 1 2
(b) 5
Antecedent precipitation
(in)
5-day
0.24 5.66
.02 0 5.62 b.07
.70
30 -day
0.45 5.52
.96 2.14 7.60
bl.65 3.51
Annual runoff
(in)
8.14 6.93 6.36 7.97 7.02 6.80
a Runoff increased by snow and icemelt b Runoff produced by snow and icemelt.
402 WISCONSIN
East Branch Fond du Lac River at Fond du Lac, Wis. (4-0835) Lat 43°45'15", long 88"27'10"; drainage area, 75 sq mi; mean annual precipitation, 28.84 in.
Wateryear
1939194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Mar. 25June 23Mar. 23May 31Mar. 16Feb. 23Mar. 14Mar. 13June 13Mar. 15Mar. 27Mar. 26Apr. 26Mar. 21Mar. 15July 7
Peakdischarge
(cfs)
3972,1401,090
920cl,350
c!70cl,0001,4601,2201,100
4031,100
899964745110
Antecedentbase
discharge(cfs)
183.97
1525
629
25013
130586.8
69150
289.6
Directrunoff(in)
aO.74a. 09
bl.77.95
1.12.18
d2.18al.80
.65a. 84
.22
.68
.64al.40
.19
.05
Associatedprecipitation
(in)
0.136.64(b)4.151.531.03(d).29
2.26.70
1.111.341.761.05
.641.24
Stormduration(days)
12
(b)421
17411363511
Antecedentprecipitation
(in)
5-day 01.27b.Ol
.37
.38
.04(d)
.99
.380
.25
.24
.31
.07
.221.61
30 -day
1.603.91
bl.174.11
.791.04(d)2.364.182.01
.361.233.531.631.814.91
Annualrunoff(in)
_4.115.576.848.572.675.41
10.565.025.252.553.939.599.856.16
.96Runoff increased by icemelt.
b Runoff produced by icemelt. c Maximum daily discharge, d Seasonal snowmelt rise.
Galena River at Buncombe, Wis. (5-4150) Lat 42°30'50", drainage area, 128 sq mi; mean annual precipitation, 31
long 90°23'40" .70 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Mar. 18Mar. 20Aug. 2Aug . 13Mar. 14June 28Jan. 5June 13Feb. 27Mar. 4July 1July 8Mar. 10Feb. 20June 22Feb. 20Feb. 24July 16Feb. 24Mar. 26Jan. 12
Peak discharge
(cfs)
3,8602,7606,1507,0705,3404,9708,0805,8208,9606,6007,0006,8006,200
12,4005,0107,2503,3904,6302,8906,4608,430
Antecedent base
discharge (cfs)
3521354224555262
115107
546087504826234316
17058
Direct runoff (in)
aO.93a. 66
.79
.68
.57
.341.541.041.27
al.06.23
1.031.08
bl.57.53
b.94b.40
.30b.38
b2.57bl.33
Associated precipitation
(in)
f a l(a)3.864.111.181.681.812.911.61(a).47
5.011.241.122.98
.61
.541.5501.222.71
Storm duration (days)
h(a)131 .2212
(a)21313111012
Antecedent precipitation
(in)
5 -day
-aO.30a. 171.49
.33
.17
.51
.011.37
.22(a).18.69.40
0.65
001.82
.0400
30-day
aO.98al.744.183.012.135.13
.657.18
.51al.456.693.32
.881.307.01
.39
.464.63(c)2.332.23
Annual runoff (in)
4.525.296.66
10.209.15
10.289.51
10.409.817.949.548.73
10.817.455.055.063.634.632.86
10.0813.66
Runoff produced by snow and icemelt. b Runoff probably increased by ice and/or snowmelt. c Record incomplete; not computed.
WISCONSIN 403
Kinnlklnnlc River near River Falls, Wls. (5-3420) Lat 44°49'50", long 92"44'00"; drainage area, 170 sq ml; mean annual precipitation, 29.55 in.
Water year
1917 1918 1919 1920 1921
Data relative to annual peak discharges
Date
Mar. 27 June 5 Mar. 12 Mar. 15 June 14
Peak discharge
(cfs)
1,970 3,080 3,560 4,760
410
Antecedent base
discharge (cfs)
58 95
55
Direct runoff
(in)
aO.99 .22
.03
Associated precipitation
(in)
0.18 1.86
.66
Storm duration (days)
1 1
2
Antecedent precipitation
(in)
5 -day
0 2.28
1.07
30-day
2.81 6.82
7.93
Annual runoff (in)
7.55 7.11 9.73 8.26 5.95
a Runoff Increased by Icemelt.
Pecatonica River at Darlington, Wls. (5-4325) Lat 42°40'30", long 90°06'55" drainage area, 274 sq mi; mean annual precipitation, 51.58 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 27Mar. 23Aug. 2Mar. 16Mar. 15June 30Jan. 6June 14Feb. 28Mar. 5July 16July 8Mar. 19Feb. 20June 22Feb. 21Mar. 3Jan. 22Feb. 25Apr. 1Mar. 30
Peak discharge
(cfs)
1,9301,9103,4605,7806,0202,0408,3003,8609,5405,240
22,0007,7503,6508,3806,9303,3401,5001,4501,600
10,7007,770
Antecedent base
discharge (cfs)
638584
21960
285101374311150
52197387
88100
46250
3035
475120
Direct runoff (in)
0.37a. 84
.791.51
.95
.461.60
.841.66
al.172.261.48b.92
bl.601.03b.58b.14b.33b.44
b2.08bl.69
Associated precipitation
(in)
4.22(a)3.352.251.221.861.643.132.06(a)3.474.46
.601.494.23
.590
.0401.91
.61
Storm duration (days)
4(a)
1412412
(a)21113103021
Antec precipi
(in
5 -day
0.06a. 231.54
.17
.16
.7701.160(a)
.50
.59
.250
.510
.030
.011.03
.02
edent tat ion
30 -day
7.55al.714.44
.211.845.32
.597.04
.36al.393.922.562.221.246.74
.38
.85
.83
.203.18
.63
Annual runoff (in)
4.616.74
10.0012.9210.9610.029.85
10.929.547.14
11.6913.4113.538.876.067.053.725.073.31
10.6216.42
a Runoff produced by snow and Icemelt.b Runoff probably Increased by Ice and/or snowmelt.
404 WISCONSIN
Turtle Creek near Clinton, Wis. (5-4315) Lat 42°35'55", long 88°51'50"; drainage area, 186 sq mi; mean annual precipitation, 52.65 in.
Water year
194019411942194319441945194619471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
Aug. 26Mar. 21Sept. 3Mar. 16Mar. 14Sept. 28Jan. 5Mar. 12Mar. 19Feb. 24Mar. 6Mar. 3Mar. 12Feb. 20Apr. 25Feb. 20June 21Feb. 10Feb. 26Mar. 20Mar. 30
Peak discharge
(cfs)
1,6601,1201,9503,9502,9803,3805,8501,2705,3506,5604,1502,0601,9302,350
7562,270
590800
b3203,0203,400
Antecedent base
discharge (cfs)
34110
39102105
735650
1255052
415100187
9652513528
38074
Direct runoff (in)
0.69a. 25
.31
.73
.55
.521.03a. 55
.78a2.43a. 96
.25
.63
.49
.16a. 47
.08a. 13a. 16
al.86a. 90
Associated precipitation
(in)
5.13.04
3.021.801.682.241.42
.562.15
.65
.35
.941.38
.532.33
.401.30
.32
.011.771.03
Storm duration (days)
412112211181412121111
Antecedent precipitation
(in)
5 -day
0.19.20.33.57.11
1.35.08
0.16
0.09.71.70
01.9401.34
.110
.01
.16
30-day
7.361.862.301.062.475.941.02
.182.762.581.822.261.311.654.93
.512.291.07
.691.58
.75
Annual runoff (in)
5.927.366.699.357.315.767.986.828.288.248.189.86
12.757.935.627.854.143.723.137.84
13.65a Runoff probably increased by ice and/or snowmelt. b About.Note.--Some seasonal regulation caused by dams used to maintain levels of'Turtle
and Delavan Lakes upstream.
West Branch Fond du Lac River at Fond du Lac, Wis. (4-0830) Lat 43°45'45", long 88"29'00"; drainage area, 88 sq mi; mean annual precipitation, 29.63 in.
Wateryear
1939194019411942194319441945194619471948194919501951195219531954
Data relative to annual peak discharges
Date
Mar. 25June 22Mar. 27May 31Mar. 27June 23June 1Mar. 14June 13Mar. 21Mar. 27Mar. 27May 3Mar. 24Mar. 17Apr. 24
Peakdischarge
(cfs)
6021,0001,0001,320
bl,390202686
1,210770457501642741894
1,04056
Antecedentbase
discharge(cfs)
317.72
30150
413535247.427
193140293
16
Directrunoff
(in)
aO.95.50
al.21.26
4.44.03.37
d2.53.17.69.39.60.23
c2.46dl.02
.01
Associatedprecipitation
(in)
(a)5.61(a)2.38(c)1.053.52
.592.20
.791.091.37
.34(c).80.74
Stormduration(days)
(a)2
(a)2
1612711571
1341
Antecedentprecipitation
(in)
5-day
aO.16.87
a. 14.77
(c).55
2.511.78
.5000
.26
.42(c).22.43
30-day
al.853.38
al.344.24(c)3.794.942.334.352.49
.121.334.82(c)1.832.83
Annualrunoff(in)
_3.084.387.569.721.575.318.403.562.521.873.037.269.925.84
.58
a-Runoff produced by snow and icemelt.b Maximum daily discharge.c Seasonal snowmelt rise.d Runoff increased by icemelt.
WYOMING 405
Badwater Creek at Lost Cabin, Wyo. (6A-2565) Lat 43°17', long 107°38'j drainage area, 178 sq ml.
Water year
19461947 1948
Data relative to annual peak discharges
Date
July 2 May 4 Apr. 50
Peak discharge
(cfs)
195 518 215
Antecedent base
discharge (cfs)
2.561 14
Direct runoff
(in)
0.009 .12 .07
Associated precipitation
(in)
-
Storm duration (days)
-
Antecedent precipitation
(in)
5 -day-
30-day
-
Annual runoff (in)
0.49 .70 .57
Clarks Fork Yellowstone River above Squaw Creek, near Painter, Wyo. (6A-2055) Lat 44°53', long 109°40'; drainage area, 194 sq mi; mean annual precipitation. 25.25 in.
Water year
1946 1947 1948 1949 1950 1951
Data relative to annual peak discharges
Date
June 6 June 20 May 29 June 12 June 22 June 17
Peak discharge
(cfs)
2,460 5,060 5,540 2,890 4,920 5,420
Antecedent base
discharge (cfs)
114 110 110
150 150
Direct runoff
(in)
a22.07 a27.89 a25.11
a51.95 a29.97
a Seasonal snowmelt rise.
Associated precipitation
(in)
-
Storm duration (days)
a!50 a!62 a!26
a!75 a!56
Antecedent precipitation
(in)
5-day
-
30-day
-
Annual runoff
(in)
25.25 50.97 28.04 24.95 55.15 54.05
Douglas Creek near Foxpark. Wyo. (6B-6210) Lat 41°05', long 1C drainage area, 121 sq ml; mean annual precipitation, 17.84 in.
long 106°19'
Wateryear
19471948194919501951195219531954195519561957195819591960
Data relative to annual peak discharges
Date
May 9May 21June 4May 23May 28May 5June 19May 22May 15May 25June 7May 25June 7May 15
Peakdischarge
(cfs)
8701,2201,5001,2201,4001,150
872510503
1,1401,6501,510
811756
Antecedentbase
discharge(cfs)
259.5
171012151211
152286552
52196119
Directrunoff(in)
a9.72a7.36
alO.28a8.65
alO.51alO.17a5. 57as. 49al.58a5. 45a8. 56a8. 07a6.73a4.14
Associatedprecipitation
(in)
_-_-------_-_-
Stormduration(days)
alOOa!58a!24al42a!26al!5a!36alOl
a24a22a 40a55a46a4l
Antecedentprecipitation
(in)
5-day--------------
30-day--------------
Annualrunoff(in)
10.828.15
11.439.59
11.2211.226.044.265.716.99
12.569.909.057.54
a Seasonal snowmelt rise.