A drainage basin located in the Chicago area has a composite CN value of 71.5. Compute the runoff depth, Q, for a 100-year storm.
Compute the peak runoff, qp, using the NRCS Method for a 50-year storm for a drainage basin located at the westernmost end of the Florida Panhandle and having the following parameters: Am 5 1.413 s.m. CN 5 61.2 tc 5 2.75 hours
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