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    Discharge Coefficient of a Triangular Side-Weir Located on a Curved Channel

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author:
    Ali Coşar
    ,
    Hayrullah Agaccioglu
    DOI: 10.1061/(ASCE)0733-9437(2004)130:5(410)
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to obtain sharp crested triangular side-weirs discharge coefficients both in the straight channel and along the bend by using a total of 1,735 experiments. It was found that triangular side-weirs discharging coefficients along the bend depend on the upstream Froude number in the main channel
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      Discharge Coefficient of a Triangular Side-Weir Located on a Curved Channel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28289
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    contributor authorAli Coşar
    contributor authorHayrullah Agaccioglu
    date accessioned2017-05-08T20:49:29Z
    date available2017-05-08T20:49:29Z
    date copyrightOctober 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A5%28410%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28289
    description abstractThis study aims to obtain sharp crested triangular side-weirs discharge coefficients both in the straight channel and along the bend by using a total of 1,735 experiments. It was found that triangular side-weirs discharging coefficients along the bend depend on the upstream Froude number in the main channel
    publisherAmerican Society of Civil Engineers
    titleDischarge Coefficient of a Triangular Side-Weir Located on a Curved Channel
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:5(410)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005
    contenttypeFulltext
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