(a) Given a triangular 1-hr UH with TB = 12 hr, TR = 4 hr, QP =...
Question:
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]
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The UH ordinates are derived using the triangular 1hr UH graph in 1 hour intervals Time hr U ...View the full answer
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Related Book For
Hydrology and Floodplain Analysis
ISBN: 978-0132567961
5th edition
Authors: Philip B. Bedient, Wayne C. Huber, Baxter E. Vieux
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