Compute the runoff hydrograph for a 100-year storm for a drainage basin located in the Albany, New York area (shaped like that shown in Figure 11-11) and having the following parameters:
Subbasin 1
Am 1.012 s.m.
CN 82
tc 1.0 h
Subbasin 2
Am 0.761 s.m.
CN 63
tc 2.0 h
Subbasin 3
Am0.550 s.m.
CN71
tc0.50 h
Travel time from Point A to Point of Analysis: 0.30 hour
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