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contributor authorAmrathur S. Ramamurthy
contributor authorUdoyara S. Tim
contributor authorLuis B. Carballada
date accessioned2017-05-08T20:46:43Z
date available2017-05-08T20:46:43Z
date copyrightMay 1986
date issued1986
identifier other%28asce%290733-9437%281986%29112%3A2%28130%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26845
description abstractThe theory of lateral flow through a two‐dimensional channel outlet is used to derive an expression for the outflow through a trapezoidal lateral weir discharging from a trapezoidal channel. The analysis is an extension of the existing hydrodynamic model for lateral flow through a rectangular weir located in the side of a rectangular channel. The weir discharge coefficient is expressed as a function of a parameter relating the geometry of the weir and the channel and a parameter denoting the ratio of the mean velocity of the channel to the resultant jet velocity of the weir flow. Experimental results are provided to validate the proposed expressions for the weir discharge coefficient.
publisherAmerican Society of Civil Engineers
titleLateral Weirs in Trapezoidal Channels
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1986)112:2(130)
treeJournal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


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