Author:
Balachandar R.,Sorbo Silvana,Ramamurthy A. S.
Abstract
A simple approach is proposed to determine the discharge coefficient of sharp-crested, thin plate circular weirs. The model developed incorporates the effects of the width of the approach channel and the height of the weir crest above the channel floor on the weir discharge coefficient. The model is verified using experimental data. For the practical range encountered in the field, a simplified equation is also suggested to determine the weir discharge coefficient. Key words: sharp-crested weir, circular control section, discharge coefficient.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Cited by
9 articles.
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