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    Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Soumendra Nath Kuiry
    ,
    Kiran Pramanik
    ,
    Dhrubajyoti Sen
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(231)
    Publisher: American Society of Civil Engineers
    Abstract: A simple yet precise relation between the flux gradient and the bed slope source term is presented, which produces a net force within the cell with an inclined water surface, but ensures still water condition when there is no flow across the boundaries. The proposed method consists of calculating the pressure term based on the water depths at the cell vertices, which may be computed by a higher order scheme and the bed slope source term by a centered discretization technique. The methodology is demonstrated with a Godunov-type upwind finite volume formulation. The inviscid fluxes are calculated using Roe’s approximate Riemann solver and a second-order spatial accuracy is obtained by implementing multidimensional gradient reconstruction and slope limiting techniques. The accuracy and applicability of the numerical model is verified with a couple of test problems and a real flow example of tidal water movement in a stretch of River Hooghly in India.
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      Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26446
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    contributor authorSoumendra Nath Kuiry
    contributor authorKiran Pramanik
    contributor authorDhrubajyoti Sen
    date accessioned2017-05-08T20:46:00Z
    date available2017-05-08T20:46:00Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A2%28231%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26446
    description abstractA simple yet precise relation between the flux gradient and the bed slope source term is presented, which produces a net force within the cell with an inclined water surface, but ensures still water condition when there is no flow across the boundaries. The proposed method consists of calculating the pressure term based on the water depths at the cell vertices, which may be computed by a higher order scheme and the bed slope source term by a centered discretization technique. The methodology is demonstrated with a Godunov-type upwind finite volume formulation. The inviscid fluxes are calculated using Roe’s approximate Riemann solver and a second-order spatial accuracy is obtained by implementing multidimensional gradient reconstruction and slope limiting techniques. The accuracy and applicability of the numerical model is verified with a couple of test problems and a real flow example of tidal water movement in a stretch of River Hooghly in India.
    publisherAmerican Society of Civil Engineers
    titleFinite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:2(231)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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