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    Lagrangian Modeling of the Dynamics of River and Floodplain Flow

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Bishnu H. Devkota
    ,
    Jörg Imberger
    DOI: 10.1061/(ASCE)0733-9429(2009)135:10(771)
    Publisher: American Society of Civil Engineers
    Abstract: A new Lagrangian, dynamic river model is described. The model solves the coupled one-dimensional hydrostatic flow equations separately in a main river channel and in adjacent floodplains using a two-stage predictor-corrector scheme. The lateral interaction between the main channel and floodplains, due to both advective exchange arising from lateral pressure gradients and turbulent exchange due to lateral shear, is included. The Lagrangian moving grid eliminates numerical diffusion and oscillations commonly experienced in Eulerian models, and can accurately simulate wave propagation and nonlinear steepening until wave breaking. The Lagrangian moving grid is dynamically adaptive, providing variable resolution as the moving fluid parcel’s length changes, either because the cross-sectional flow area or the flow depth changes as the wave moves down a channel of variable cross section. The model also allows flows over dry beds and moving boundaries to be handled efficiently. The model was successfully validated for a flow induced by a simple wave in a prismatic channel, flood waves in laboratory compound channels, and flow in a natural river.
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      Lagrangian Modeling of the Dynamics of River and Floodplain Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26635
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    contributor authorBishnu H. Devkota
    contributor authorJörg Imberger
    date accessioned2017-05-08T20:46:20Z
    date available2017-05-08T20:46:20Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%290733-9429%282009%29135%3A10%28771%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26635
    description abstractA new Lagrangian, dynamic river model is described. The model solves the coupled one-dimensional hydrostatic flow equations separately in a main river channel and in adjacent floodplains using a two-stage predictor-corrector scheme. The lateral interaction between the main channel and floodplains, due to both advective exchange arising from lateral pressure gradients and turbulent exchange due to lateral shear, is included. The Lagrangian moving grid eliminates numerical diffusion and oscillations commonly experienced in Eulerian models, and can accurately simulate wave propagation and nonlinear steepening until wave breaking. The Lagrangian moving grid is dynamically adaptive, providing variable resolution as the moving fluid parcel’s length changes, either because the cross-sectional flow area or the flow depth changes as the wave moves down a channel of variable cross section. The model also allows flows over dry beds and moving boundaries to be handled efficiently. The model was successfully validated for a flow induced by a simple wave in a prismatic channel, flood waves in laboratory compound channels, and flow in a natural river.
    publisherAmerican Society of Civil Engineers
    titleLagrangian Modeling of the Dynamics of River and Floodplain Flow
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2009)135:10(771)
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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