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Keywords

KEYWORDS
free
fall Structures Experimental Study

Abstract

ABSTRACT The coefficient of discharge of normal and oblique weirs with semicircular crest under free over flow conditions was studied experimentally. Forty-five weir models were constructed and tested.These models classified in to five groups based on the variation of oblique angle with the canal wall (
https://doi.org/10.33899/rengj.2006.46595
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