Research Article
Jul 1967
Efficiency and Stability of Forced Hydraulic Jump
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 93, Issue 4
Abstract
Criteria are established for the efficiency of the forced hydraulic jump and for two types of sill in contributing to the energy dissipation in sill-controlled open-channel flow transitions. The energy losses over the transition length are determined, and the expressions for efficiencies are formulated. The stability of the jump is shown to be related to the efficiency of the jump. The results are applicable to the evaluation of energy losses in hydraulic-jump stilling basins.
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Published In
Journal of the Hydraulics Division
Volume 93 • Issue 4 • July 1967
Pages: 117 - 127
Copyright
© 1967 American Society of Civil Engineers.
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Published in print: Jul 1967
Published online: Feb 3, 2021
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Walter Rand, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., The City Coll. of the City Univ. of New York, New York, N. Y
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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.