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    Submerged Flow Characteristics of Throatless Flume

    Source: Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author:
    Amruther S. Ramamurthy
    ,
    Ngoc Diep Vo
    ,
    R. Balachandar
    DOI: 10.1061/(ASCE)0733-9437(1988)114:1(186)
    Publisher: American Society of Civil Engineers
    Abstract: The submerged flow discharge characteristics of throatless flumes are derived on the basis of a semi‐empirical analysis. A pressure correction factor is determined experimentally to account for the non‐hydrostatic pressure distribution at the throat section of the flume which acts as a control. This factor is incorporated in the governing equation which is developed on the basis of momentum principles. Both the present and the previously published experimental data are used to validate the expressions developed for the discharge passing through the flume. The data are presented as design charts which can be used to determine the discharge passing through the flume for free flow and submerged flow conditions. Under free flow conditions, considerable head losses occur in the expanding section of the flume. Consequently, if conservation of head is an important criteria, the use of the throatless flume under submerged flow conditions is recommended.
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      Submerged Flow Characteristics of Throatless Flume

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26945
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    contributor authorAmruther S. Ramamurthy
    contributor authorNgoc Diep Vo
    contributor authorR. Balachandar
    date accessioned2017-05-08T20:46:52Z
    date available2017-05-08T20:46:52Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9437%281988%29114%3A1%28186%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26945
    description abstractThe submerged flow discharge characteristics of throatless flumes are derived on the basis of a semi‐empirical analysis. A pressure correction factor is determined experimentally to account for the non‐hydrostatic pressure distribution at the throat section of the flume which acts as a control. This factor is incorporated in the governing equation which is developed on the basis of momentum principles. Both the present and the previously published experimental data are used to validate the expressions developed for the discharge passing through the flume. The data are presented as design charts which can be used to determine the discharge passing through the flume for free flow and submerged flow conditions. Under free flow conditions, considerable head losses occur in the expanding section of the flume. Consequently, if conservation of head is an important criteria, the use of the throatless flume under submerged flow conditions is recommended.
    publisherAmerican Society of Civil Engineers
    titleSubmerged Flow Characteristics of Throatless Flume
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1988)114:1(186)
    treeJournal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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