Research Article
Jan 1950
Control of the Hydraulic Jump by Sills
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 115, Issue 1
Abstract
The hydraulic jump is a phenomenon well known to hydraulic engineers as a useful method of dissipating excess energy and thereby preventing erosion below overflow spillways, chutes, and sluices. Violent turbulence inherent in the jump has also resulted in its use in mixing and aeration processes. The value of relevant data in the design of such processes has initiated many experimental investigations, so that the dimensions and characteristics of a hydraulic jump in a rectangular channel may be predicted within practical limits. Accordingly, the main difficulty in designing any structure whose functioning is dependent on the formation of a hydraulic jump lies in determining how to insure the formation of the jump and control its position, rather than in predicting its dimensions
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© 1950 American Society of Civil Engineers.
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Published in print: Jan 1950
Published online: Feb 10, 2021
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John W. Forster, J.ASCE
Engr., Hydro-electric Constr. Dept., Cia. Brasileira Administradora de Servicos Tecnicos, Sao Paulo, Brazil.
Raymond A. Skrinde, J.ASCE
Hydr. Engr., Corps of Engrs., Walla Walla Dist., Walla Walla, Wash.
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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.