For the water-channel flow of Fig P3.177, h1 = 1.5 m, H = 4 m, and V1

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For the water-channel flow of Fig P3.177, h1 = 1.5 m, H = 4 m, and V1 = 3 m/s. Neglecting losses and assuming uniform flow at sections 1 and 2, find the downstream depth h2, and show that two realistic solutions are possible.

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Fundamentals Of Hydraulic Engineering Systems

ISBN: 978-0136016380

4th Edition

Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang

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Question Posted: Jan 14, 2010 01:32 AM

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For the water-channel flow of Fig P3.177, h1 = 1.5 m, H = 4 m, and V1

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Fundamentals Of Hydraulic Engineering Systems

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