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Answer #1

a)

Time Area Incremental area Cumulative rainfall Rainfall Losses = \phi _{i}\Delta t + depression storage Effective rainfall Hyetograph ordinates Runoff generated by effective rainfall of 0.65 in Runoff generated by effective rainfall of 0.45 in Total hydrograph ordinates
0 0 0 0 0
0.5 250 0.4 0 0 0
1 250 250 0.8 0.4 0.55 0 0 0 0
1.5 198.92 2 1.2 0.55 0.65 1.3
2 198.92 448.92 3.2 1.2 0.55 0.65 1.3 327.7083 0 327.7083
2.5 180 4.2 1 0.55 0.45 0.9
3 180 628.92 5.2 1 0.55 0.45 0.9 260.7509 226.875 487.6259
3.5 70
4 70 698.92 235.95 180.5199 416.4699
4.5
5 91.7583 163.35 255.1083
5.5
6 63.525 63.525
6.5
7 0 0

Discharge Intensity 4 5 6 6.5 Time

c) Peak flow = 487.6259 cfs

Lag time= Difference in peak of DRH and hyetograph = 3 - 1.5 = 1.5 hour

Peak of Hyetograph = 1.5 hr

Peak of DRH = 3 hr

Time of rise = 3hour

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