Complete Example 6.9. In that example problem, water depths were required at critical diversion , 1 points

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Complete Example 6.9. In that example problem, water depths were required at critical diversion , 1 points at distances of 188 m, 423 m, 748 m, and 1,675 m upstream of the dam. Depths were only found at locations l 88 m and 423 m upstream. Determine the depths of flow at the other two diversion points using
(a) The standard step method and
(b) The direct step method.
Has normal depth been reached in the last cross section? (Note: A spreadsheet program may be helpful.
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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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