Research Article
Jan 1916

The Hydraulic Jump, in Open-Channel Flow at High Velocity

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Publication: Transactions of the American Society of Civil Engineers
Volume 80, Issue 1

Abstract

This paper presents an analysis of the hydraulics of the turbulent discharge below a spillway dam, where the so-called "jump" frequently occurs. A knowledge of the hydraulic principles involved should enable destructive high velocities and turbulence to be avoided, or intelligently provided for, in the design of flumes, dam foundations, etc.

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Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 80Issue 1January 1916
Pages: 338 - 354

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Published in print: Jan 1916
Published online: Feb 10, 2021

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Karl R. Kennison, AM.ASCE

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