Research Article
Feb 1972
Flow over Rounded Spillways
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 98, Issue 2
Abstract
Beginning with a condition necessary for irrotational flow, a reasonably simple solution has been obtained for the flow over round-crested spillways. Additional assumptions were that the streamline-curvature varied linearly from top to bottom; and that the (equipotential) normals were either parabolic or cubic. The upper nappe profiles were closely fitted by cubic equations. The resulting approximate theory agrees well with experimental results, including those by the writer and by the Waterways Experiment Station.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 2 • February 1972
Pages: 365 - 380
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Feb 1972
Published online: Feb 3, 2021
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Authors
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Kamil H. M. Ali
Leet. in Civ. Engrg., Univ. of Liverpool, United Kingdom
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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.