Research Article
Mar 1973
Computer Programming for Flow over Side Weirs
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 99, Issue 3
Abstract
A procedure is presented for computing water surface profiles and discharge in an open channel with flow over side weirs. There is little restriction about the channel shape, variation of invert slope, convergence of the channel along the length of weir, etc. A criterion for determining whether flow will be subcritical or supercritical on a mild slope is also developed. The procedure is illustrated by some examples. Some deficiencies in available knowledge are noted.
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Published In
Journal of the Hydraulics Division
Volume 99 • Issue 3 • March 1973
Pages: 495 - 508
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Mar 1973
Published online: Feb 3, 2021
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Authors
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Kenneth V. H. Smith, M.ASCE
Lect. in Civ. Engrg., Univ. of Southampton, Southampton, England
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.