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contributor authorA. S. Ramamurthy
contributor authorDue Minh Tran
contributor authorL. B. Carballada
date accessioned2017-05-08T20:47:01Z
date available2017-05-08T20:47:01Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A2%28248%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27032
description abstractThe study of subcritical flow through floor outlets or bottom racks in rectangular open channels has direct applications in horizontal trash‐racks of hydro power plants, in curb outlets of streets and in general to divert flow from one stream to another. An understanding of the flow behavior over bottom racks or floor outlets is very important for the proper design of such flow diversion works. In earlier studies, an expression for the discharge through a single traverse floor outlet located in an open channel has been studied under free flow conditions. In the present study, the dependence of the diverted discharge on the downstream conditions is investigated. Specifically, the outflow is expressed as a function of flow characteristics in the channel upstream and downstream of the floor outlet. A simple design chart is developed to aid hydraulic engineers to divert the required flow through bottom outlets of open channels. Experimental data are presented to verify the model.
publisherAmerican Society of Civil Engineers
titleOpen Channel Flow Through Transverse Floor Outlets
typeJournal Paper
journal volume115
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:2(248)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 002
contenttypeFulltext


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