An empirical equation for the velocity distribution in a horizontal, rectangular, open channel is given by u

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An empirical equation for the velocity distribution in a horizontal, rectangular, open channel is given by u = umax (y/d)n, where u is the velocity at a distance y meters above the floor of the channel. If the depth d of flow is 1.7 m, umax = 9 m/s, and n = 1/6, what is the discharge in cubic meters per second per meter of width of channel? What is the mean velocity?

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Engineering Fluid Mechanics

ISBN: 9781118880685

11th Edition

Authors: Donald F. Elger, Barbara A. LeBret, Clayton T. Crowe, John A. Robertson

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