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    Analytical Modeling of Mean Velocity Profile through Two-Layered Fully Submerged Vegetation

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 002::page 04022041-1
    Author:
    Xiaonan Tang
    ,
    Hamidreza Rahimi
    ,
    Prateek Singh
    ,
    Saiyu Yuan
    ,
    Chunhui Lu
    DOI: 10.1061/JHEND8.HYENG-13214
    Publisher: American Society of Civil Engineers
    Abstract: The mean velocity distribution of open channel flows with fully submerged two-layered vegetation can be divided into three zones. Zone 1 represents the lower region of short vegetation, where the flow has high drag because of highly dense vegetation, Zone 2 represents the middle flow zone from the edge of the short vegetation to the top of the tall one, and Zone 3 denotes the upper region with the free surface flow. A new analytical model is developed based on the momentum equation of vegetated flow, where turbulent eddy viscosity is approximated as a linear relationship with local velocity. The analytical model was evaluated using seven experimental data sets under different flow conditions with distinctive densities and formations of vegetation. Three sets of data available from other researchers were also used to check the applicability of the proposed model. An agreement between the analytical model and experimental data indicates the validity and robustness of the model.
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      Analytical Modeling of Mean Velocity Profile through Two-Layered Fully Submerged Vegetation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292752
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    contributor authorXiaonan Tang
    contributor authorHamidreza Rahimi
    contributor authorPrateek Singh
    contributor authorSaiyu Yuan
    contributor authorChunhui Lu
    date accessioned2023-08-16T19:06:02Z
    date available2023-08-16T19:06:02Z
    date issued2023/02/01
    identifier otherJHEND8.HYENG-13214.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292752
    description abstractThe mean velocity distribution of open channel flows with fully submerged two-layered vegetation can be divided into three zones. Zone 1 represents the lower region of short vegetation, where the flow has high drag because of highly dense vegetation, Zone 2 represents the middle flow zone from the edge of the short vegetation to the top of the tall one, and Zone 3 denotes the upper region with the free surface flow. A new analytical model is developed based on the momentum equation of vegetated flow, where turbulent eddy viscosity is approximated as a linear relationship with local velocity. The analytical model was evaluated using seven experimental data sets under different flow conditions with distinctive densities and formations of vegetation. Three sets of data available from other researchers were also used to check the applicability of the proposed model. An agreement between the analytical model and experimental data indicates the validity and robustness of the model.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Modeling of Mean Velocity Profile through Two-Layered Fully Submerged Vegetation
    typeJournal Article
    journal volume149
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13214
    journal fristpage04022041-1
    journal lastpage04022041-9
    page9
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 002
    contenttypeFulltext
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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
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