1. A drainage basin located in the Atlanta, Georgia area has a time of concentration of 2.5 hours. Find the rainfall intensity, i, for use in the Rational Method for a 10-year storm.
2. Compute the peak runoff, Qp, for the drainage area in problem 11 for a 50-year storm. Express Qpin (a) cfs and (b) m3/s.
Note: In the Arizona I-D-F curves, the P1 value corresponding to a 50-year storm is 2.25 inches.
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