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    Open Channel Flow Through Transverse Floor Outlets

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author:
    A. S. Ramamurthy
    ,
    Due Minh Tran
    ,
    L. B. Carballada
    DOI: 10.1061/(ASCE)0733-9437(1989)115:2(248)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Open Channel Flow Through Transverse Floor Outlets

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27032
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    • Journal of Irrigation and Drainage Engineering

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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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