Exact Solutions for Sequent Depths Problem
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 130, Issue 6
Abstract
Design of a stilling basin downstream of a barrage requires knowledge of various elements of hydraulic jump with known values such as the discharge and the energy lost in the jump. The problem reduces to solution of the implicit equations for sequent depths requiring the tedious method of trial and error. Presented herein are the exact equations for sequent depths.
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Information & Authors
Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 130 • Issue 6 • December 2004
Pages: 520 - 522
Copyright
Copyright © 2004 ASCE.
History
Published online: Nov 15, 2004
Published in print: Dec 2004
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