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contributor authorMasoud Ghodsian
date accessioned2017-05-08T20:49:24Z
date available2017-05-08T20:49:24Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A6%28458%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28223
description abstractThe hydraulic characteristics of a side sluice gate were studied experimentally. It was found that the specific energy remains constant along the side sluice gate. The coefficient of discharge for the side sluice gate is related to the main channel Froude number and the ratio of upstream depth of flow to sluice gate opening for free flow. It also depends on an additional parameter: the ratio of tailwater depth to the gate opening for submerged flow. Suitable equations for discharge coefficient are obtained.
publisherAmerican Society of Civil Engineers
titleFlow through Side Sluice Gate
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:6(458)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


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