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contributor authorAmruthur S. Ramamurthy
contributor authorUdoyara S. Tim
contributor authorSemaan Sarraf
date accessioned2017-05-08T20:57:41Z
date available2017-05-08T20:57:41Z
date copyrightApril 1986
date issued1986
identifier other%28asce%290733-9372%281986%29112%3A2%28292%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33409
description abstractThe theory of lateral flow through a two‐dimensional channel outlet is used to derive an expression for the flow through a rectangular lateral orifice discharging from a rectangular channel. The orifice discharge coefficient is expressed as a function of a parameter relating the length of the orifice and the width of the main channel and a parameter denoting the ratio of the mean velocity in the main channel to the resultant velocity of the jet through the orifice. Experimental results are provided to validate the proposed expressions for the orifice discharge coefficient.
publisherAmerican Society of Civil Engineers
titleRectangular Lateral Orifices in Open Channels
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1986)112:2(292)
treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


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