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    Influence of Channel Width on Flow Distribution in Four-Branch Junctions with Supercritical Flow: Experimental Approach

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author:
    Leonardo S. Nanía
    ,
    Ruth Gonzalo
    ,
    Manuel Gómez
    DOI: 10.1061/(ASCE)HY.1943-7900.0000802
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of the supercritical dividing flow in a right-angle, four-branch junction with different channel widths is presented. Lateral-to-mainstream width ratios of
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      Influence of Channel Width on Flow Distribution in Four-Branch Junctions with Supercritical Flow: Experimental Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75029
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    contributor authorLeonardo S. Nanía
    contributor authorRuth Gonzalo
    contributor authorManuel Gómez
    date accessioned2017-05-08T22:14:47Z
    date available2017-05-08T22:14:47Z
    date copyrightJanuary 2014
    date issued2014
    identifier other39984341.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75029
    description abstractAn experimental study of the supercritical dividing flow in a right-angle, four-branch junction with different channel widths is presented. Lateral-to-mainstream width ratios of
    publisherAmerican Society of Civil Engineers
    titleInfluence of Channel Width on Flow Distribution in Four-Branch Junctions with Supercritical Flow: Experimental Approach
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000802
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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