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Develop storm hydrographs from UHs of subareas 1 and 2 shown in Figure for the given rainf...

Develop storm hydrographs from UHs of subareas 1 and 2 shown in Figure for the given rainfall and infiltration.

t (hr)

i (in./hr)

f (in./hr)

1

0.5

0.4

2

1.1

0.2

3

3

0.2

4

0.9

0.2

Time (hr)

0

1

2

3

4

5

6

7

8

9

UH1 (cfs)

0

200

450

650

450

300

1 50

0

 

 

UH2 (cfs)

0

1 50

300

500

350

250

1 25

1 00

50

0

Figure

Watershed with three subareas and their respective land use types.

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Solutions For Problems in Chapter 2
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