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    Conservative Scheme for Numerical Modeling of Flow in Natural Geometry

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    Michele Catella
    ,
    Enio Paris
    ,
    Luca Solari
    DOI: 10.1061/(ASCE)0733-9429(2008)134:6(736)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model is proposed to compute one-dimensional open channel flows in natural streams involving steep, nonrectangular, and nonprismatic channels and including subcritical, supercritical, and transcritical flows. The Saint-Venant equations, written in a conservative form, are solved by employing a predictor-corrector finite volume method. A recently proposed reformulation of the source terms related to the channel topography allows the mass and momentum fluxes to be precisely balanced. Conceptually and algorithmically simple, the present model requires neither the solution of the Riemann problem at each cell interface nor any special additional correction to capture discontinuities in the solution such as artificial viscosity or shock-capturing techniques. The resulting scheme has been extensively tested under steady and unsteady flow conditions by reproducing various open channel geometries, both ideal and real, with nonuniform grids and without any interpolation of topographic survey data. The proposed model provides a versatile, stable, and robust tool for simulating transcritical sections and conserving mass.
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      Conservative Scheme for Numerical Modeling of Flow in Natural Geometry

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26516
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    contributor authorMichele Catella
    contributor authorEnio Paris
    contributor authorLuca Solari
    date accessioned2017-05-08T20:46:09Z
    date available2017-05-08T20:46:09Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A6%28736%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26516
    description abstractA numerical model is proposed to compute one-dimensional open channel flows in natural streams involving steep, nonrectangular, and nonprismatic channels and including subcritical, supercritical, and transcritical flows. The Saint-Venant equations, written in a conservative form, are solved by employing a predictor-corrector finite volume method. A recently proposed reformulation of the source terms related to the channel topography allows the mass and momentum fluxes to be precisely balanced. Conceptually and algorithmically simple, the present model requires neither the solution of the Riemann problem at each cell interface nor any special additional correction to capture discontinuities in the solution such as artificial viscosity or shock-capturing techniques. The resulting scheme has been extensively tested under steady and unsteady flow conditions by reproducing various open channel geometries, both ideal and real, with nonuniform grids and without any interpolation of topographic survey data. The proposed model provides a versatile, stable, and robust tool for simulating transcritical sections and conserving mass.
    publisherAmerican Society of Civil Engineers
    titleConservative Scheme for Numerical Modeling of Flow in Natural Geometry
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:6(736)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
    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
    yabeshDSpacePersian