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contributor authorYilmaz Muslu
contributor authorEbubekir Yüksel
contributor authorHasan Tozluk
date accessioned2017-05-08T20:49:25Z
date available2017-05-08T20:49:25Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290733-9437%282004%29130%3A1%2892%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28236
description abstractThe effect of water surface slope in the lateral direction on flow over side weirs was studied. Water surface elevation on the weir plane was expressed by a parameter ψ based upon the hydraulic profile on the channel axis. Two different relationships of ψ as a function of the Froude number were used to calculate side weir discharges. Results were compared with the experimental data. It was shown that better results are obtained when transition conditions of
publisherAmerican Society of Civil Engineers
titleTransition Effects in Flow Over Side Weirs
typeJournal Paper
journal volume130
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2004)130:1(92)
treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 001
contenttypeFulltext


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