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    Transition Effects in Flow Over Side Weirs

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author:
    Yilmaz Muslu
    ,
    Ebubekir Yüksel
    ,
    Hasan Tozluk
    DOI: 10.1061/(ASCE)0733-9437(2004)130:1(92)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of water surface slope in the lateral direction on flow over side weirs was studied. Water surface elevation on the weir plane was expressed by a parameter ψ based upon the hydraulic profile on the channel axis. Two different relationships of ψ as a function of the Froude number were used to calculate side weir discharges. Results were compared with the experimental data. It was shown that better results are obtained when transition conditions of
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      Transition Effects in Flow Over Side Weirs

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28236
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorYilmaz Muslu
    contributor authorEbubekir Yüksel
    contributor authorHasan Tozluk
    date accessioned2017-05-08T20:49:25Z
    date available2017-05-08T20:49:25Z
    date copyrightFebruary 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A1%2892%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28236
    description abstractThe effect of water surface slope in the lateral direction on flow over side weirs was studied. Water surface elevation on the weir plane was expressed by a parameter ψ based upon the hydraulic profile on the channel axis. Two different relationships of ψ as a function of the Froude number were used to calculate side weir discharges. Results were compared with the experimental data. It was shown that better results are obtained when transition conditions of
    publisherAmerican Society of Civil Engineers
    titleTransition Effects in Flow Over Side Weirs
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:1(92)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 001
    contenttypeFulltext
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