Problem $3$:

Compute the peak runoff, $q_p,$ 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:

$A_m=1\mathrm{.}413s.m.$

$CN=61\mathrm{.}2$

$t_c=2\mathrm{.}75$ hours

$P=12\mathrm{.}0in$