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    Velocity Deformation Model for Unsteady Open-Channel Flows over Smooth and Rough Beds

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author:
    Manoj Langhi
    ,
    Takashi Hosoda
    ,
    Subhasish Dey
    DOI: 10.1061/(ASCE)HY.1943-7900.0000677
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional depth-averaged velocity deformation model is developed to study the characteristics of the unsteady flows in open channels. The vertical profile of the streamwise velocity is expressed in a power series, and the coefficients of the velocity are evaluated by using the unsteady equation of motion. A concise form of the friction velocity for unsteady nonuniform flow is then proposed by utilizing the coefficients of the power series. The applicability of the model is validated with experimental data, producing reasonably good agreement between the model results and the observed data. Finally, the deformation of velocity at the surface is assured by comparing velocity distribution of numerical model with the computational results from a previous model.
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      Velocity Deformation Model for Unsteady Open-Channel Flows over Smooth and Rough Beds

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    contributor authorManoj Langhi
    contributor authorTakashi Hosoda
    contributor authorSubhasish Dey
    date accessioned2017-05-08T21:51:38Z
    date available2017-05-08T21:51:38Z
    date copyrightApril 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000703.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64539
    description abstractA one-dimensional depth-averaged velocity deformation model is developed to study the characteristics of the unsteady flows in open channels. The vertical profile of the streamwise velocity is expressed in a power series, and the coefficients of the velocity are evaluated by using the unsteady equation of motion. A concise form of the friction velocity for unsteady nonuniform flow is then proposed by utilizing the coefficients of the power series. The applicability of the model is validated with experimental data, producing reasonably good agreement between the model results and the observed data. Finally, the deformation of velocity at the surface is assured by comparing velocity distribution of numerical model with the computational results from a previous model.
    publisherAmerican Society of Civil Engineers
    titleVelocity Deformation Model for Unsteady Open-Channel Flows over Smooth and Rough Beds
    typeJournal Paper
    journal volume139
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000677
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    contenttypeFulltext
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