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contributor authorPrabhata K. Swamee
contributor authorSantosh K. Pathak
contributor authorMasoud S. Ali
date accessioned2017-05-08T20:48:01Z
date available2017-05-08T20:48:01Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9437%281994%29120%3A4%28742%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27587
description abstractA side weir is a flow diversion device, which is widely used in irrigation as a head regulator of distributaries and escapes. This paper presents a concept for an elementary discharge coefficient that is related to the discharge flowing through an elementary strip along the side‐weir length. Generalized equations for an elementary discharge coefficient for rectangular and triangular side weirs have been proposed. Experimental results show the accuracy of the proposed equations.
publisherAmerican Society of Civil Engineers
titleSide‐Weir Analysis Using Elementary Discharge Coefficient
typeJournal Paper
journal volume120
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1994)120:4(742)
treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 004
contenttypeFulltext


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