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contributor authorPrabhata K. Swamee
contributor authorSantosh K. Pathak
contributor authorTalib Mansoor
contributor authorChandra Shekhar P. Ojha
date accessioned2017-05-08T20:49:06Z
date available2017-05-08T20:49:06Z
date copyrightOctober 2000
date issued2000
identifier other%28asce%290733-9437%282000%29126%3A5%28328%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28005
description abstractDischarge characteristics for a skew sluice gate, ranging between the two extreme cases of a side sluice gate and a normal sluice gate, have been explored. The concept of an elementary discharge coefficient was utilized for obtaining the discharge through a skew sluice gate. Based on experimental investigation, equations for elementary discharge coefficients for skew sluice gates in free- and submerged-flow conditions were obtained. These equations describe the behavior of the elementary discharge coefficients for large ranges of the upstream water depth to gate opening ratio, tailwater depth to gate opening ratio, and skew angle. Using these equations, it is possible to obtain the discharge passing through a bifold skew sluice gate and it is expected that these equations will be useful to obtain the discharge through sluice gates having any plan shape.
publisherAmerican Society of Civil Engineers
titleDischarge Characteristics of Skew Sluice Gates
typeJournal Paper
journal volume126
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2000)126:5(328)
treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 005
contenttypeFulltext


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