For a Q = 80 cfs, calculate the hf = for a 3.5-ft-diarneter, 500-ft-long, round pipe sewer

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For a Q = 80 cfs, calculate the hf = for a 3.5-ft-diarneter, 500-ft-long, round pipe sewer with n = 0.012 flowing full.
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Hydrology and Floodplain Analysis

ISBN: 978-0132567961

5th edition

Authors: Philip B. Bedient, Wayne C. Huber, Baxter E. Vieux

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