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    Applicability of Dynamic, Local, and Diffusive Wave Models for Unified Depth-Averaged Fluid Flow Interaction with Porous Media

    Source: Journal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 010::page 04023028-1
    Author:
    Alok Kumar
    ,
    Gourabananda Pahar
    DOI: 10.1061/JHYEFF.HEENG-5888
    Publisher: ASCE
    Abstract: A comparative study concerning dynamic, local, and zero inertia variants of volume-averaged depth-integrated porous shallow water equations has been presented. The first two hyperbolic models are resolved through an explicit augmented approximate Riemann solver, and the diffusive parabolic model employs an implicit formulation. Three benchmark tests are simulated and compared through all three counterparts. The diffusive wave model offers a wide range of time-step choices and, subsequently, lesser computational cost when the temporal variation of flow depth/velocity is relatively small. However, explicit hyperbolic models outperform in the case of rapidly varied flow interaction with granular media.
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      Applicability of Dynamic, Local, and Diffusive Wave Models for Unified Depth-Averaged Fluid Flow Interaction with Porous Media

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293652
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    contributor authorAlok Kumar
    contributor authorGourabananda Pahar
    date accessioned2023-11-27T23:32:49Z
    date available2023-11-27T23:32:49Z
    date issued7/18/2023 12:00:00 AM
    date issued2023-07-18
    identifier otherJHYEFF.HEENG-5888.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293652
    description abstractA comparative study concerning dynamic, local, and zero inertia variants of volume-averaged depth-integrated porous shallow water equations has been presented. The first two hyperbolic models are resolved through an explicit augmented approximate Riemann solver, and the diffusive parabolic model employs an implicit formulation. Three benchmark tests are simulated and compared through all three counterparts. The diffusive wave model offers a wide range of time-step choices and, subsequently, lesser computational cost when the temporal variation of flow depth/velocity is relatively small. However, explicit hyperbolic models outperform in the case of rapidly varied flow interaction with granular media.
    publisherASCE
    titleApplicability of Dynamic, Local, and Diffusive Wave Models for Unified Depth-Averaged Fluid Flow Interaction with Porous Media
    typeJournal Article
    journal volume28
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/JHYEFF.HEENG-5888
    journal fristpage04023028-1
    journal lastpage04023028-13
    page13
    treeJournal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 010
    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
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