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    Finite Volume Model for Two-Dimensional Shallow Environmental Flow

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    Francisco J. M. Simões
    DOI: 10.1061/(ASCE)HY.1943-7900.0000292
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a two-dimensional, depth integrated, unsteady, free-surface model based on the shallow water equations. The development was motivated by the desire of balancing computational efficiency and accuracy by selective and conjunctive use of different numerical techniques. The base framework of the discrete model uses Godunov methods on unstructured triangular grids, but the solution technique emphasizes the use of a high-resolution Riemann solver where needed, switching to a simpler and computationally more efficient upwind finite volume technique in the smooth regions of the flow. Explicit time marching is accomplished with strong stability preserving Runge-Kutta methods, with additional acceleration techniques for steady-state computations. A simplified mass-preserving algorithm is used to deal with wet/dry fronts. Application of the model is made to several benchmark cases that show the interplay of the diverse solution techniques.
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      Finite Volume Model for Two-Dimensional Shallow Environmental Flow

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    contributor authorFrancisco J. M. Simões
    date accessioned2017-05-08T21:50:57Z
    date available2017-05-08T21:50:57Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000316.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64129
    description abstractThis paper presents the development of a two-dimensional, depth integrated, unsteady, free-surface model based on the shallow water equations. The development was motivated by the desire of balancing computational efficiency and accuracy by selective and conjunctive use of different numerical techniques. The base framework of the discrete model uses Godunov methods on unstructured triangular grids, but the solution technique emphasizes the use of a high-resolution Riemann solver where needed, switching to a simpler and computationally more efficient upwind finite volume technique in the smooth regions of the flow. Explicit time marching is accomplished with strong stability preserving Runge-Kutta methods, with additional acceleration techniques for steady-state computations. A simplified mass-preserving algorithm is used to deal with wet/dry fronts. Application of the model is made to several benchmark cases that show the interplay of the diverse solution techniques.
    publisherAmerican Society of Civil Engineers
    titleFinite Volume Model for Two-Dimensional Shallow Environmental Flow
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000292
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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