Research Article
Jan 1945
Coefficients for Velocity Distribution in Open-Channel Flow
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 110, Issue 1
Abstract
Where it is necessary to take into consideration the nonuniform distribution of velocity of water flowing in open channels, it is customary to use the velocity head based on the mean velocity and a coefficient. This coefficient is fixed by the equation selected: It is the ratio of either the mean of the squares of the local velocities to the square of the mean, or the mean of the cubes of the local velocities to the cube of the mean velocity.
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© 1945 American Society of Civil Engineers.
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Published in print: Jan 1945
Published online: Feb 10, 2021
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William S. Eisenlohr Jr., J.ASCE
Associate Hydr. Engr., Water Resources Branch, U.S. Geological Survey, Washington, D. C.
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