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    Preserving Steady-State in One-Dimensional Finite-Volume Computations of River Flow

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    E. Bladé
    ,
    M. Gómez-Valentín
    ,
    M. Sánchez-Juny
    ,
    J. Dolz
    DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1343)
    Publisher: American Society of Civil Engineers
    Abstract: When using finite-volume methods and the conservative form of the Saint Venant equations in one-dimensional flow computations, it is important to establish the correct balance between the discretized flux vector and the geometric source terms. Over the last few years various improvements to numerical schemes have been presented to achieve this correct balance, focusing on the capability to simulate water at rest on irregular geometries (C-property). In this paper it is shown that common schemes can lead to energy-violating solutions in the case of steady flow. We present developments based on the Roe TVD finite-volume scheme for one-dimensional Saint Venant equations, which results in a method that not only satisfies the C-property, but also preserves the correct steady flow when stationary boundary conditions are used. We also present a totally irregular channel test case for the verification of the method.
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      Preserving Steady-State in One-Dimensional Finite-Volume Computations of River Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26610
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    contributor authorE. Bladé
    contributor authorM. Gómez-Valentín
    contributor authorM. Sánchez-Juny
    contributor authorJ. Dolz
    date accessioned2017-05-08T20:46:18Z
    date available2017-05-08T20:46:18Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A9%281343%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26610
    description abstractWhen using finite-volume methods and the conservative form of the Saint Venant equations in one-dimensional flow computations, it is important to establish the correct balance between the discretized flux vector and the geometric source terms. Over the last few years various improvements to numerical schemes have been presented to achieve this correct balance, focusing on the capability to simulate water at rest on irregular geometries (C-property). In this paper it is shown that common schemes can lead to energy-violating solutions in the case of steady flow. We present developments based on the Roe TVD finite-volume scheme for one-dimensional Saint Venant equations, which results in a method that not only satisfies the C-property, but also preserves the correct steady flow when stationary boundary conditions are used. We also present a totally irregular channel test case for the verification of the method.
    publisherAmerican Society of Civil Engineers
    titlePreserving Steady-State in One-Dimensional Finite-Volume Computations of River Flow
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1343)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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