Develop a storm hydrograph for subarea 3 from the given UH, add to the combined hydrograph from Problem, and produce a final storm hydrograph at the outlet of the watershed, B.
Time (hr) | UH3 (cfs) | t (hr) | i(in./hr) | F (in./hr) |
0 | 0 | 1 | 0.5 | 0.4 |
1 | 1 40 | 2 | 1.1 | 0.2 |
2 | 420 | 3 | 3 | 0.2 |
3 | 630 | 4 | 0.9 | 0.2 |
4 | 490 |
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5 | 350 |
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6 | 210 |
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7 | 130 |
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8 | 70 |
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9 | 0 |
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Problem
Develop a combined storm hydrograph at point A in the watershed (Figure) and lag route (shift in time only) assuming that travel time from point A to B is exactly 2 hr.
Figure
Watershed with three subareas and their respective land use types.
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