An overflow spillway with a 300-m crest is designed to discharge 3,600 m3/sec. A 1:20 model of

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An overflow spillway with a 300-m crest is designed to discharge 3,600 m3/sec. A 1:20 model of a portion of the cross section of the dam is built in a laboratory flume 1 m wide. Calculate the required laboratory flow rate assuming viscosity and surface tension effects are negligible.
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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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