Compute the runoff hydrograph for a 50-year storm for a watershed located in St. Paul, Minnesota that is shaped like the one shown in Figure 11-11. The watershed has the following parameters:
Subbasin 1
Am 0.786 s.m.
CN 70
tc 0.50 h
Subbasin 2
Am1.255 s.m.
CN 84
tc 1.0 h
Subbasin 3
Am 0.923 s.m.
CN 65
tc 1.50 h
Travel time from Point A to Point of Analysis is 0.75 hour.
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