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contributor authorChandra Shekhar P. Ojha
contributor authorDamireddy Subbaiah
date accessioned2017-05-08T20:48:48Z
date available2017-05-08T20:48:48Z
date copyrightSeptember 1997
date issued1997
identifier other%28asce%290733-9437%281997%29123%3A5%28402%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27827
description abstractAnalysis of diversion of flow has received considerable importance in existing literature. In this study, diversion of flow through a lateral slot is analyzed using the spatially varied flow equation and the elementary discharge coefficient function. The implications of treating flow through a side slot as through a small orifice, as reported in the literature, are also studied. For different combinations of slot openings and sill heights, data for a set of 110 runs have been obtained. Using these experimental observations, equations for the elementary discharge coefficient are obtained for small as well as large orifice formulations of flow through a lateral slot. The elementary discharge coefficient is mainly dependent on slot geometry. Using the developed expressions of the elementary discharge coefficient, it is shown that more than 90% of the data are represented within an error band of ±10%.
publisherAmerican Society of Civil Engineers
titleAnalysis of Flow through Lateral Slot
typeJournal Paper
journal volume123
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1997)123:5(402)
treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 005
contenttypeFulltext


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