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    Depth-Averaged Specific Energy in Open-Channel Flow and Analytical Solution for Critical Irrotational Flow over Weirs

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author:
    Oscar Castro-Orgaz
    ,
    Hubert Chanson
    DOI: 10.1061/(ASCE)IR.1943-4774.0000666
    Publisher: American Society of Civil Engineers
    Abstract: Free surface flow in open-channel transitions is characterized by distributions of velocity and pressure that deviate from uniform and hydrostatic conditions, respectively. Under such circumstances the widely used expressions in textbooks [e.g.,
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      Depth-Averaged Specific Energy in Open-Channel Flow and Analytical Solution for Critical Irrotational Flow over Weirs

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    https://yetl.yabesh.ir/yetl1/handle/yetl/65582
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    contributor authorOscar Castro-Orgaz
    contributor authorHubert Chanson
    date accessioned2017-05-08T21:53:35Z
    date available2017-05-08T21:53:35Z
    date copyrightJanuary 2014
    date issued2014
    identifier other%28asce%29is%2E1943-555x%2E0000028.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65582
    description abstractFree surface flow in open-channel transitions is characterized by distributions of velocity and pressure that deviate from uniform and hydrostatic conditions, respectively. Under such circumstances the widely used expressions in textbooks [e.g.,
    publisherAmerican Society of Civil Engineers
    titleDepth-Averaged Specific Energy in Open-Channel Flow and Analytical Solution for Critical Irrotational Flow over Weirs
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000666
    treeJournal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 001
    contenttypeFulltext
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