The runoff characteristics of the watershed above the stream gage of Problem 8.28 are represented by a CN of 76 and the unit hydrograph developed in Problem 8.28. Determine the hydrograph resulting from a storm with the cumulative rain depths tabulated below. The flow just before the rain storm was 650 cfs.
Problem 8.28
Observed flows at a stream gaging station resulting from a 3-hour rain storm are tabulated on the next page. The rain began at 3:00 p.m. (15:00 hours) on day 1 and continued for 3 hours. The stream gaging station has a drainage area of 146 mi.2. Use this observed hydrograph to develop a unit hydrograph.
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