Discharge Coefficient of Rectangular Side Weirs
Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 4
Abstract
The characteristics of flow over side weirs are taken into account to determine the discharge coefficient for subcritical flow conditions under the assumption of constant‐specific energy. The main‐channel discharge, length of the weir crest, and sill height of the weir are treated as the controlled variables. The discharge coefficient is found to depend on the upstream Froude number and, contrary to earlier findings, also on the ratio of sill height to upstream flow depth . Multiple regression analysis is conducted to establish the relationship of with both and taken together. The relationship is of linear form and provides an easy means of estimating .
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Copyright © 1994 American Society of Civil Engineers.
History
Received: Jan 8, 1993
Published online: Jul 1, 1994
Published in print: Jul 1994
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