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    Conservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Lorenzo Begnudelli
    ,
    Brett F. Sanders
    DOI: 10.1061/(ASCE)0733-9429(2007)133:3(312)
    Publisher: American Society of Civil Engineers
    Abstract: Algebraic equations relating fluid volume and the free surface elevation in partially wetted quadrilateral computational cells are derived and incorporated into a Godunov-type, finite-volume, shallow-water model. These equations make it straightforward to reconstruct the free surface elevation based on the volume of fluid in a computational cell, the dependent variable tracked by finite volume models for conservation purposes, regardless of whether the cell is fully or partially wetted. Improvements to the variable reconstruction process streamline the computation of mass and momentum fluxes with approximate Riemann solvers, yielding a model that simulates sub-, super-, and transcritical flows over irregular topography with wetting and drying fronts. Furthermore, the model is free from fluid and scalar mass conservation errors and it eliminates nonphysical distributions of scalars by avoiding artificial concentration and/or dilution at wet/dry interfaces. Use of this wetting and drying methodology adds roughly 10% to the execution time of flow simulations.
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      Conservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models

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    contributor authorLorenzo Begnudelli
    contributor authorBrett F. Sanders
    date accessioned2017-05-08T20:45:45Z
    date available2017-05-08T20:45:45Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A3%28312%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26271
    description abstractAlgebraic equations relating fluid volume and the free surface elevation in partially wetted quadrilateral computational cells are derived and incorporated into a Godunov-type, finite-volume, shallow-water model. These equations make it straightforward to reconstruct the free surface elevation based on the volume of fluid in a computational cell, the dependent variable tracked by finite volume models for conservation purposes, regardless of whether the cell is fully or partially wetted. Improvements to the variable reconstruction process streamline the computation of mass and momentum fluxes with approximate Riemann solvers, yielding a model that simulates sub-, super-, and transcritical flows over irregular topography with wetting and drying fronts. Furthermore, the model is free from fluid and scalar mass conservation errors and it eliminates nonphysical distributions of scalars by avoiding artificial concentration and/or dilution at wet/dry interfaces. Use of this wetting and drying methodology adds roughly 10% to the execution time of flow simulations.
    publisherAmerican Society of Civil Engineers
    titleConservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:3(312)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    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