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    2D Zero-Inertia Model for Solution of Overland Flow Problems in Flexible Meshes

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author:
    J. Fernández-Pato
    ,
    P. García-Navarro
    DOI: 10.1061/(ASCE)HE.1943-5584.0001428
    Publisher: American Society of Civil Engineers
    Abstract: A study of the efficiency of a zero-inertia model (ZI) for two-dimensional (2D) overland flow simulation is presented in this work. An upwind numerical scheme is used for the spatial discretization in the frame of finite-volume methods and an implicit formulation is chosen to avoid numerical instability. The scheme is applied in both structured and unstructured meshes, focusing in the latter ones due to their good adaptability. The ZI equation has a nonlinear character; hence, a linearization is required in the implicit procedure. This is carried out by means of Picard iterations method as a previous step to the system matrix resolution, characteristic of implicit techniques. The BiConjugate Gradient Stabilized (BiCGStab) method combined with sparse storage strategies is selected for the system resolution. A dual-threshold incomplete lower upper factorization (ILUT) is chosen as matrix preconditioner. Computational efficiency of the implicit temporal discretization for ZI model is explored under both steady and unsteady flow conditions by comparing the CPU times against the explicit version of the same model.
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      2D Zero-Inertia Model for Solution of Overland Flow Problems in Flexible Meshes

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    contributor authorJ. Fernández-Pato
    contributor authorP. García-Navarro
    date accessioned2017-12-16T09:09:28Z
    date available2017-12-16T09:09:28Z
    date issued2016
    identifier other%28ASCE%29HE.1943-5584.0001428.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239321
    description abstractA study of the efficiency of a zero-inertia model (ZI) for two-dimensional (2D) overland flow simulation is presented in this work. An upwind numerical scheme is used for the spatial discretization in the frame of finite-volume methods and an implicit formulation is chosen to avoid numerical instability. The scheme is applied in both structured and unstructured meshes, focusing in the latter ones due to their good adaptability. The ZI equation has a nonlinear character; hence, a linearization is required in the implicit procedure. This is carried out by means of Picard iterations method as a previous step to the system matrix resolution, characteristic of implicit techniques. The BiConjugate Gradient Stabilized (BiCGStab) method combined with sparse storage strategies is selected for the system resolution. A dual-threshold incomplete lower upper factorization (ILUT) is chosen as matrix preconditioner. Computational efficiency of the implicit temporal discretization for ZI model is explored under both steady and unsteady flow conditions by comparing the CPU times against the explicit version of the same model.
    publisherAmerican Society of Civil Engineers
    title2D Zero-Inertia Model for Solution of Overland Flow Problems in Flexible Meshes
    typeJournal Paper
    journal volume21
    journal issue11
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001428
    treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 011
    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