Use the following 2-hr unit hydrograph to determine the peak direct-runoff discharge rate (in cfs) resulting from a net rain of 2.0 in./hr for 5 hr.
Time (hr) | 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 |
Q (cfs) | 0 | 50 | 200 | 300 | 200 | 150 | 100 | 0 |
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