Research Article
Apr 1980
Hydraulic Design of Flow Distribution Channels
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VIEW THE REPLYAuthors: Junn-Ling Chao, M.ASCE, and R. Rhodes TrussellAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 106, Issue 2
Abstract
A method to analyze flow distribution over side weirs in a flow distribution channel has been presented. It is found that the discharge coefficient for individual side weirs is not constant but varies with local channel Froude number. A step-by-step procedure is developed to calculate the flow distribution and an illustrative example is provided. It is suggested that the two most viable alternatives for providing a uniform flow distribution over side weirs are the use of a very wide feed channel with weirs of uniform design, or by employing a tapered channel. Mixing may be required in the former to prevent sedimentation.
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Published In
Journal of the Environmental Engineering Division
Volume 106 • Issue 2 • April 1980
Pages: 321 - 334
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Apr 1980
Published online: Feb 11, 2021
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Junn-Ling Chao, M.ASCE
Vice Pres. James M. Montgomery, Consulting Engineers, Inc., Pasadena, Calif.
R. Rhodes Trussell
Vice Pres. and Dir. of Environmental Sci. James M. Montgomery, Consulting Engineers, Inc., Pasadena, Calif.
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