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Coefficients for velocity distribution in open-channel flow
In non-uniform distribution of velocity of water flowing in open channels, it is customary to use velocity head based on mean velocity and coefficient; Chezy and Manning equations will not yield practical solutions when considered as energy equations except for uniform velocity distribution; coefficient to be used in momentum equations is shown to be Cm, ratio of means of squares of local velocities to square of mean velocity. (See also - discussion, n 1 Jan 1944, n 7 Apr p 541-4)
Coefficients for velocity distribution in open-channel flow
In non-uniform distribution of velocity of water flowing in open channels, it is customary to use velocity head based on mean velocity and coefficient; Chezy and Manning equations will not yield practical solutions when considered as energy equations except for uniform velocity distribution; coefficient to be used in momentum equations is shown to be Cm, ratio of means of squares of local velocities to square of mean velocity. (See also - discussion, n 1 Jan 1944, n 7 Apr p 541-4)
Coefficients for velocity distribution in open-channel flow
Am Soc Civ Engrs -- Proc
Eisenlohr, Jr., W.S. (author)
1944
10 pages
Article (Journal)
English
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Coefficients for velocity distribution in open-channel flow
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