For the water channel flow of Fig P3.178, h1 = 0.45 ft, H = 2.2 ft, and

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For the water channel flow of Fig P3.178, h1 = 0.45 ft, H = 2.2 ft, and V1 = 16 ft/s. Neglecting losses and assuming uniform flow at sections 1 and 2, find the downstream depth h2. Show that two realistic solutions are possible.

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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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Question Posted: Jan 14, 2010 01:33 AM

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For the water channel flow of Fig P3.178, h1 = 0.45 ft, H = 2.2 ft, and

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The analysis is quite similar to Prob 3177 continui...View the full answer

Hydrology and Floodplain Analysis

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