(a) Given a triangular 1-hr UH with
TB = 12 hr,
TR = 4 hr,
QP = 200 cfs,
Where
TB = time base of the UH,
TR = time of rise,
QP = peak flow,
Develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2].
(b) Repeat the above problem for hourly rainfall (in.) of P = [0.2, 1.0, 2.4]