14
 Niraj Lamichhane Homework #07-Hydrology Φ- index loss for A = 0.6 in/hr = 0.3 in/half-hr Φ- index loss for B = 0.2 in/hr = 0.1 in/half-hr 0.0 0.0 0.0 - 0.0 - 0.0 0.5 0.4 0.4 0.3 0.1 0.1 0.3 1.0 0.9 0.5 0.3 0.2 0.1 0.4 1.5 1.6 1.1 0.3 0.8 0.1 1.0 2.0 2.3 1.2 0.3 0.9 0.1 1.1 2.5 2.6 1.4 0.3 1.1 0.1 1.3 b) Solution To co !"#e half ho"r "ni# h$dro%ra!h for &asin B fro 2 hr "ni# h$ dro%ra!h "sin% s-h$dro%ra !h e#hod. 0.0 0 0 0.5 40 40 0 1.0 1'0 1'0 40 1.5 320 320 170 2.0 450 0 450 320 2.5 540 40 580 450 3.0 480 1'0 650 580 3.5 390 320 '10 650 4.0 310 450 0 '60 '10 4.5 230 540 40 810 '60 5.0 180 480 1 '0 830 810 5.5 130 390 3 20 840 830 6.0 90 310 450 0 850 840 6.5 60 230 540 40 8'0 850 '.0 40 180 480 1'0 8'0 8'0 Q. No. 1 a) Solution Time (hr) Accumulative rainfall deth (in.) !ainfall deth(in.) " inde# lo$$ (in.) A %#ce$$ rainfall (in.) A " inde# lo$$ (in.) & %#ce$$ !ainfall (in.) & Time (hr) Sub'ba$in & 2'hr (cf$*in) 2nd 2'hr (cf$*in) 3rd 2'hr (cf$*in) +th 2'hr (cf$*in) 5th 2'hr (cf$*in) S ,dro-rah (ol 1) /a--ed b, 0.5 hr (ol 2)

HW 7 Extracredit

Embed Size (px)

DESCRIPTION

HW 7 Extracredit

Citation preview

Sheet1Q. No. 1 a) Solution- index loss for A = 0.6 in/hr = 0.3 in/half-hr- index loss for B = 0.2 in/hr = 0.1 in/half-hrTime (hr)Accumulative rainfall depth (in.)Rainfall depth(in.) index loss (in.) AExcess rainfall (in.)A index loss (in.)BExcess Rainfall (in.)B0.00.00.0-0.0-0.00.50.40.40.30.10.10.31.00.90.50.30.20.10.41.51.61.10.30.80.11.02.02.31.20.30.90.11.12.52.61.40.31.10.11.3b) SolutionTo compute half hour unit hydrograph for basin B from 2 hr unit hydrograph using s-hydrograph method.Time(hr)Sub-basin B 2-hr UH(cfs/in)2nd 2-hr UH(cfs/in)3rd 2-hrUH(cfs/in)4th 2-hrUH(cfs/in)5th 2-hrUH(cfs/in)SHydrograph (Col 1)Lagged by 0.5 hr (Col 2)Col 1-Col 2(Co1-Col2)*2/0.50.000000.540400401601.0170170401305201.53203201701506002.045004503201305202.5540405804501305203.0480170650580702803.5390320710650602404.03104500760710502004.523054040810760502005.018048017083081020805.513039032084083010406.090310450085084010406.5602305404087085020807.040180480170870870007.530130390320870870008.020903104500870870008.50602305404087087000c) SolutionTime(hr)Sub-basin B2-hr UH(cfs/in)Excess Rainfall(B)Due to 1st stormDue to 2nd stormDue to 3rd stormDue to 4th stormDue to 5th stormDirect Runoff(cfs)Base Flow for B(cfs)Stream Runoff(cfs)000000.5400.3121201211700.45116670671.53201.0966840204020424501.11351281704447704772.55401.316218032018752901090134801442164503522211383013833.53901171925404954161760017604310931564805945851908019084.523069124390528702181301813518054923104296241509015095.51303972230341507118901189690275218025340391509156.5601836130198299681068174012249014323450305037.53091660991693530353820612406611724102418.500830447816001609020335210501059.50223961061100262602610.50000Total rainfall =4.1inch14268Intensity =1.64in/hrArea of basin B =8700Acre =13.59Squarea miles

Time(hr)Subbasin A 0.5-hrUH(cfs/in)Excess Rainfall(A)Due to 1st stormDue to 2nd stormDue to 3rd stormDue to 4th stormDue to 5th stormDirect Runoff(cfs)Base Flow for B(cfs)Stream Runoff(cfs)00010100.5200.12210121700.2741110211.51900.819141649105923100.931385618143101532.54001.140621526322339103493450458024817177621106313.54204290320279209940109504360368436036034111811011914.5310317233640544012841012945250256228837849512481012585.516016502483244621100101110690932200279396916109266.5505181282253417171072772021072144275503105137.50044081176301103118000164599160101708.5000018557310839000222210329.50000101010000101010.5001010Rainfall total =3.1in9610Rainfall intensity = 1.24in/hrArea of basin A = 7750Acre = 12.11Square miles

Niraj Lamichhane

Homework #07-Hydrology

Sheet2

Sheet3