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    A Semicoupled Shallow-Water Model for Vertical Velocity Distribution in an Open Channel with Submerged Flexible Vegetation

    Source: Journal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 009::page 06022005
    Author:
    Anupal Baruah
    ,
    Arup Kumar Sarma
    ,
    Gilbert Hinge
    DOI: 10.1061/(ASCE)IR.1943-4774.0001704
    Publisher: ASCE
    Abstract: This study detailed a novel semicoupled method for estimating the three-dimensional vertical velocity profile in an open channel with submerged flexible vegetation. A modified form of the two-dimensional shallow water equations coupled with the drag forces of the vegetation was derived by balancing the flux gradient and the source term. The bending profile of the flexible stems of different flow events was calculated based on the large cantilever beam theory. The vertical velocity profile in the free water and vegetation layers was estimated using Shannon’s entropy and Reynold’s stress equation theory, respectively. The derived semicoupled model was tested to replicate two popular laboratory flume experiments. The results showed that the model accurately predicted the velocity profiles under different flow conditions and patch density. The R2 values of 0.76 and 0.81 indicate that the proposed model is well established and can be applied in complex flow scenarios.
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      A Semicoupled Shallow-Water Model for Vertical Velocity Distribution in an Open Channel with Submerged Flexible Vegetation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4287732
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorAnupal Baruah
    contributor authorArup Kumar Sarma
    contributor authorGilbert Hinge
    date accessioned2022-12-27T20:39:20Z
    date available2022-12-27T20:39:20Z
    date issued2022/09/01
    identifier other(ASCE)IR.1943-4774.0001704.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287732
    description abstractThis study detailed a novel semicoupled method for estimating the three-dimensional vertical velocity profile in an open channel with submerged flexible vegetation. A modified form of the two-dimensional shallow water equations coupled with the drag forces of the vegetation was derived by balancing the flux gradient and the source term. The bending profile of the flexible stems of different flow events was calculated based on the large cantilever beam theory. The vertical velocity profile in the free water and vegetation layers was estimated using Shannon’s entropy and Reynold’s stress equation theory, respectively. The derived semicoupled model was tested to replicate two popular laboratory flume experiments. The results showed that the model accurately predicted the velocity profiles under different flow conditions and patch density. The R2 values of 0.76 and 0.81 indicate that the proposed model is well established and can be applied in complex flow scenarios.
    publisherASCE
    titleA Semicoupled Shallow-Water Model for Vertical Velocity Distribution in an Open Channel with Submerged Flexible Vegetation
    typeJournal Article
    journal volume148
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001704
    journal fristpage06022005
    journal lastpage06022005_8
    page8
    treeJournal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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