Show simple item record

contributor authorPrabhata K. Swamee
contributor authorSantosh K. Pathak
contributor authorMasoud S. Ali
date accessioned2017-05-08T20:47:53Z
date available2017-05-08T20:47:53Z
date copyrightNovember 1993
date issued1993
identifier other%28asce%290733-9437%281993%29119%3A6%281026%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27498
description abstractA side sluice gate is a flow‐regulation device widely used in irrigation works for diverting the flow from a main channel to a secondary channel. The discharge of a side sluice gate may be obtained through the concept of an elementary discharge coefficient for an elementary strip along the gate length. Similar to the case of a normal sluice gate, the elementary discharge coefficient for a side sluice gate has been found to be a function of channel flow depth to the gate opening ratio for free‐flow conditions. It depends on an additional parameter, namely, the ratio of the crest width to the gate opening for submerged‐flow conditions. For a broad‐crested side sluice gate, the discharge coefficient involves still one more parameter: the ratio of the crest width to the gate opening.
publisherAmerican Society of Civil Engineers
titleAnalysis of Rectangular Side Sluice Gate
typeJournal Paper
journal volume119
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1993)119:6(1026)
treeJournal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record