SOALSoalRekapitulasi hasil analisa metode Gumbel masing-masing sub DASTrSub DASRiam KananTabatanKalaanHanaru1.0115.03811.8382.223820.838262.3861.838100.93885.338590.33891.438160.438124.23810108.638110.738198.938149.43825132.138135.538248.338181.73850149.538153.938284.238205.638100166.838172.238321.238229.438200183.838190.338357.138252.938 luas DAS (A)204km2panjang aliran (L)44.21mkoef. pengaliranriam kanan0.72tabatan0.8kalaan0.7hanaru0.69

Riam KananRIAM KANANPeriode (T)1.0125102550100200Hujan (mm)15.03862.3890.338108.638132.138149.538166.838183.838Dengan metode Mononobe Durasi (menit)Periode Ulang (T)1.0125102550100200527.326113.352164.155197.408240.111271.729303.165334.0561017.21471.407103.411124.359151.260171.178190.982210.4421513.13754.49478.91894.904115.433130.633145.746160.5972010.84444.98465.14578.34295.288107.836120.311132.570456.31626.19837.94045.62555.49462.80270.06877.207605.21321.62631.31837.66345.81051.84257.84063.7331203.28413.62319.72923.72628.85832.65836.43740.1491802.50610.39715.05618.10622.02324.92327.80630.6402402.0698.58212.42914.94618.18020.57322.95425.2923001.7837.39610.71112.88015.66717.73019.78121.796Dicari debit banjir rencana dengan menggunakan metode RasionalQ = 0,278 x C x I x AKoef.Pengaliran0.72Luas DAS204km2Durasi (menit)Debit1 tahun2 tahun5 tahun10 tahun25 tahun50 tahun100 tahun200 tahun51115.7874628.4616702.8848060.7049804.35311095.39512379.01813640.38110702.9022915.7484222.5525077.9256176.3556989.6617798.2938592.90115536.4142225.1323222.4103875.1824713.4415334.1105951.2116557.61120442.8001836.8062660.0413198.8923890.8604403.2114912.6165413.18945257.8811069.7321549.1731862.9932265.9862564.3722861.0443152.57160212.876883.0441278.8141537.8671870.5302116.8432361.7402602.390120134.104556.283805.603968.7961178.3601333.5271487.8031639.403180102.340424.523614.790739.329899.2571017.6721135.4061251.09824084.480350.436507.498610.303742.320840.070937.2571032.75930072.803301.997437.348525.943639.712723.950807.704890.005

TabatanTABATAN Periode (T)1.0125102550100200Hujan (mm)11.83861.83891.438110.738135.538153.938172.238190.338Dengan metode MononobeDurasi (menit)Periode Ulang (T)1.0125102550100200521.511112.367166.154201.224246.289279.724312.977345.8671013.55170.787104.670126.763155.152176.215197.163217.8831510.34154.02079.87896.739118.403134.477150.464166.276208.53744.59365.93879.85697.740111.009124.205137.257454.97225.97038.40246.50756.92264.65072.33579.937604.10421.43831.70038.39146.98853.36759.71265.9861202.58513.50519.97024.18529.60133.61937.61641.5691801.97310.30615.24018.45622.59025.65628.70631.7232401.6298.50812.58015.23518.64721.17923.69726.1873001.4047.33210.84113.12916.07018.25120.42122.567Dicari debit banjir rencana dengan menggunakan metode RasionalQ = 0,278 x C x I x AKoef.Pengaliran0.8Luas DAS204km2Durasi (menit)Debit1 tahun2 tahun5 tahun10 tahun25 tahun50 tahun100 tahun200 tahun5975.9495098.0517538.3359129.46611174.02812690.96214199.65115691.85210614.8093211.5714748.8535751.2037039.1977994.8058945.2209885.24715469.1872450.8873624.0534388.9895371.9136101.1786826.4807543.85620387.3062023.1632991.5903623.0314434.4165036.4125635.1356227.31645225.5621178.2641742.2632110.0062582.5462933.1413281.8293626.70760186.197972.6351438.2071741.7722131.8452421.2542709.0902993.781120117.297612.722906.0131097.2471342.9781525.2951706.6201885.96418089.514467.594691.418837.3561024.8841164.0181302.3951439.26024073.892385.991570.753691.223846.023960.8751075.1031188.08330063.679332.637491.860595.678729.081828.057926.4961023.859

KalaanKALAANPeriode (T)1.0125102550100200Hujan (mm)2.2238100.938160.438198.938248.338284.238321.238357.138Dengan metode Mononobe Durasi (menit)Periode Ulang (T)1.012510255010020054.041183.417291.535361.494451.260516.495583.728648.963102.546115.545183.656227.727284.276325.371367.726408.821151.94388.177140.156173.788216.943248.305280.627311.989201.60472.789115.696143.459179.083204.971231.653257.541450.93442.39167.38083.549104.295119.372134.912149.989600.77134.99355.62168.96886.09498.540111.367123.8131200.48622.04435.03943.44754.23662.07670.15777.9971800.37116.82326.74033.15641.39047.37353.54059.5232400.30613.88722.07327.37034.16639.10644.19649.1353000.26411.96819.02223.58729.44433.70038.08742.343Dicari debit banjir rencana dengan menggunakan metode RasionalQ = 0,278 x C x I x AKoef.Pengaliran0.7Luas DAS204km2Durasi (menit)Debit1 tahun2 tahun5 tahun10 tahun25 tahun50 tahun100 tahun200 tahun5160.41777168097281.342314022411573.480732500414350.746767986217914.30370702520504.014114140323173.074979412425762.785386527710101.0568636594586.95822646357290.8359977159040.403967348311285.304167345312916.719494873514598.122478676916229.53780620511577.12082075883500.50427455335563.94920446996899.11945323958612.29894127119857.301848565311140.452477252912385.45538454722063.66183488012889.60261225494592.93887242625695.09762900767109.29613745238137.02339358939196.240899914310223.96815605124537.07582353371682.86692861132674.86778311973316.7506889784140.36148246914738.89645182795355.77093278275954.30590214166030.60541800031389.17604196132208.05470506832737.91736943173417.79309980963911.87283099524421.09149544834915.171226633812019.2802051897875.12606863831390.98730111751724.77986330992153.07473531782464.32546214132785.11311931323096.363846136818014.71355032667.84618321061.52198321316.25338321643.10354321880.63230322125.43910322362.967863224012.1457681824551.2948775946876.26709040721086.54322810941356.35209051181552.42776177191754.51132268061950.586993940630010.4669057237475.0915234907755.1440869226936.35456914331168.86879827841337.8416894921511.99202305471680.9649142682

HanaruHANARU Periode (T)1.0125102550100200Hujan (mm)20.83885.338124.238149.438181.738205.638229.438252.938Dengan metode MononobeDurasi (menit)Periode Ulang (T)1.0125102550100200537.865155.069225.755271.547330.240373.669416.917459.6191023.85497.688142.217171.064208.038235.397262.641289.5421518.20474.550108.532130.546158.763179.641200.433220.9622015.02761.53989.591107.763131.056148.291165.453182.400458.75135.84052.17762.76076.32586.36396.358106.227607.22429.58543.07151.80763.00571.29179.54287.6891204.55118.63727.13332.63739.69144.91050.10855.2401803.47314.22320.70624.90630.29034.27338.24042.1562402.86711.74117.09320.56025.00428.29231.56634.7993002.47110.11814.73017.71821.54724.38127.20329.989Dicari debit banjir rencana dengan menggunakan metode RasionalQ = 0,278 x C x I x AKoef.Pengaliran0.69Luas DAS204km2Durasi (menit)Debit1 tahun2 tahun5 tahun10 tahun25 tahun50 tahun100 tahun200 tahun51481.71213568626068.06556460248834.098872894610625.97649163412922.708518827714622.148006441716314.476868584417985.473854313610933.42015481783822.64176849245565.13356340626693.94572874898140.79624226349211.376033997110277.476412376311330.138550691815712.33289700422917.22165104844246.99176782855108.43667638526212.59026949577029.59555975397843.18241783538646.513979386320588.01785072562408.11341516553505.8144610064216.92156525235128.38027426645802.8032818656474.40443587547137.54002912145342.45393820671402.45389090532041.74068408322455.88020048642986.70188222543379.47705849673770.60882398864156.810357142360282.6894975141157.70017942461685.41979998782027.28443850172465.46808231122789.69684661613112.56900521263431.3713466839120178.0832242511729.30541276211061.74794195711277.10916909631553.14756737391757.39888993851960.79560445882161.6284948466180135.90293544556.56419544810.26532744974.616703441185.273427441341.146359441496.367103441649.63128344240112.1854014335459.4336206706668.8592908772804.5283625791978.42165686371107.09192724771235.22382829951361.740621354930096.6784482254395.9278920559576.4054636064693.321525382843.1782236103954.06290124671064.4836262571173.512493389