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    Discharge Distribution in Open-Channel T-Shape Bifurcations: Effect of a Reduced Side Branch Width

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 009::page 04022015
    Author:
    Izihan Ibrahim
    ,
    Nicolas Riviere
    ,
    Ines Lebouteiller
    ,
    Emmanuel Mignot
    DOI: 10.1061/(ASCE)HY.1943-7900.0002002
    Publisher: ASCE
    Abstract: The primary challenge for river managers in handling open-channel bifurcations is the prediction of the discharge distribution to downstream branches. In this study, we aimed to summarize and complete the available database and empirical correlations for T-shape bifurcations at 90°, both in subcritical and transcritical flow regimes, in equal and reduced side branch width geometries. An experimental campaign generated a database of 668 new configurations in addition to 299 sets collected from the literature. The existing correlation for predicting the discharge distribution in the subcritical regime appears to be of limited agreement with these data, whereas a new empirical relationship significantly increases the accuracy and is useful for a side branch as narrow as a third of the main branch width. Regarding the free-recirculation transcritical regime, the present data validate the correlation proposed in 1967 for downstream branch ratios not tested by the authors. An approach was proposed to predict the flow discharge distribution for configurations without a priori knowledge of the flow regime.
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      Discharge Distribution in Open-Channel T-Shape Bifurcations: Effect of a Reduced Side Branch Width

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286402
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    contributor authorIzihan Ibrahim
    contributor authorNicolas Riviere
    contributor authorInes Lebouteiller
    contributor authorEmmanuel Mignot
    date accessioned2022-08-18T12:18:42Z
    date available2022-08-18T12:18:42Z
    date issued2022/06/29
    identifier other%28ASCE%29HY.1943-7900.0002002.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286402
    description abstractThe primary challenge for river managers in handling open-channel bifurcations is the prediction of the discharge distribution to downstream branches. In this study, we aimed to summarize and complete the available database and empirical correlations for T-shape bifurcations at 90°, both in subcritical and transcritical flow regimes, in equal and reduced side branch width geometries. An experimental campaign generated a database of 668 new configurations in addition to 299 sets collected from the literature. The existing correlation for predicting the discharge distribution in the subcritical regime appears to be of limited agreement with these data, whereas a new empirical relationship significantly increases the accuracy and is useful for a side branch as narrow as a third of the main branch width. Regarding the free-recirculation transcritical regime, the present data validate the correlation proposed in 1967 for downstream branch ratios not tested by the authors. An approach was proposed to predict the flow discharge distribution for configurations without a priori knowledge of the flow regime.
    publisherASCE
    titleDischarge Distribution in Open-Channel T-Shape Bifurcations: Effect of a Reduced Side Branch Width
    typeJournal Article
    journal volume148
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0002002
    journal fristpage04022015
    journal lastpage04022015-10
    page10
    treeJournal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 009
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian