Research Article
Sep 1965
The Hydraulic Jump as a Well Jet
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 91, Issue 5
Abstract
An attempt to study the mechanics of the hydraulic jump, treating it as a plane turbulent wall jet under adverse pressure gradient, is presented. Extensive measurements have been made regarding the pressure field, velocity distribution, and the boundary shear stress in the jump for nine supercritical Froude numbers from 2.68 to 9.78. It has been found that the pressure distribution is hydrostatic only in a narrow region near the bed. The velocity distribution in the forward flow is similar. The skin friction coefficient based on the supercritical velocity decreases monotonically with x/y2, in which x is the distance from the beginning of the jump and y2 is the subcritical sequent depth. A more accurate form of the momentum equation for the jump has been developed. Also, a method has been devised to predict the surface and energy profile in the jump.
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Published In
Journal of the Hydraulics Division
Volume 91 • Issue 5 • September 1965
Pages: 107 - 132
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Sep 1965
Published online: Feb 3, 2021
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Nallamuthu Rajaratnam, M.ASCE
Post-Doctoral Fellow, Civ. Engrg. Dept., Univ. of Alberta, Edmonton, Canada
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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.