Limiting and Sill-Controlled Adverse-Slope Hydraulic Jump
Publication: Journal of Hydraulic Engineering
Volume 126, Issue 11
Abstract
This note analyzes, from a theoretical and experimental point of view, hydraulic jumps on adverse slopes in rectangular prismatic channels. The analysis is carried out for the classical adverse-slope hydraulic jump and the jump forced by the presence of a sill. Data collected in two series of experiments involving different equipment were added to available results to obtain a general relationship for the sequent depth ratio as a function of the upstream Froude number and adverse-slope angle. The presence of a sill stabilizes the jump.
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Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 126 • Issue 11 • November 2000
Pages: 847 - 851
History
Received: Sep 9, 1998
Published online: Nov 1, 2000
Published in print: Nov 2000
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