Research Article
Aug 1957
Characteristics of Flow over Terminal Weirs and Sills
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VIEW THE REPLYAuthors: P. K. Kandaswamy and Hunter Rouse, M.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 83, Issue 4
Abstract
Generalized experimental results are presented to show variation in both discharge coefficient and nappe profile for two-dimensional flow over vertical sharp-crested weir at end of horizontal channel as ratio of head to depth of flow changes continuously from zero to unity.
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Published In
Journal of the Hydraulics Division
Volume 83 • Issue 4 • August 1957
Pages: 1345-1 - 1345-13
Copyright
© 1957 American Society of Civil Engineers.
History
Published in print: Aug 1957
Published online: Feb 3, 2021
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P. K. Kandaswamy
Iowa Inst. of Hydr. Research, State Univ. of Iowa
Hunter Rouse, M.ASCE
Prof., Fluid Mechanics & Div., Inst. of Hydr. Research, State Univ. of Iowa
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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.