Research Article
Oct 1982
Time Scale for Scour Downstream of Hydraulic Jump
Publication: Journal of the Hydraulics Division
Volume 108, Issue 10
Abstract
Scour downstream a hydraulic structure takes time to develop. Therefore, for a river in which peak flows are of short duration, the time history of scour development is of major importance. The paper briefly describes the work of Breusers on the time scale of local scour downstream of estuary closure structures and then extends it by reference to a program of experiments to the case of local scour downstream a hydraulic jump. The paper includes an example calculation of the determination of the time scale between a model and prototype overflow weir with plunge-type dissipator, subject to scour downstream.
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Published In
Journal of the Hydraulics Division
Volume 108 • Issue 10 • October 1982
Pages: 1147 - 1162
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Oct 1982
Published online: Feb 3, 2021
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Javad Farhoudi
Lect. in Hydr. Struct., Univ. of Urmia, Urmia, Iran
Kenneth V. H. Smith, M.ASCE
Lect. in Hydr. 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.