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    Stability Analysis of Two‐Dimensional Depth‐Averaged Model

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author:
    Tawatchai Tingsanchali
    ,
    Suphat Vongvisessomaji
    ,
    Guan‐Jiun Hwang
    DOI: 10.1061/(ASCE)0733-9429(1989)115:9(1204)
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of numerical stability of a two‐dimensional depth‐averaged hydrodynamic model is made by examining the linearized finite difference governing equations based on Fourier analysis. The eigenvalues of the amplification matrix are solved by an iteration technique. They are used to check the derived theoretical stability criterion that has an exponential form. Two case studies are considered, one dealing with a small channel with a sidepool and the other dealing with the large shallow Songkhla Lagoon. The results obtained by the stability analysis and by running the hydrodynamic model are found to agree closely for the case of the small channel. From these results, an equivalent empirical stability criterion similar to the Courant condition is established for practical purposes.
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      Stability Analysis of Two‐Dimensional Depth‐Averaged Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23217
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    contributor authorTawatchai Tingsanchali
    contributor authorSuphat Vongvisessomaji
    contributor authorGuan‐Jiun Hwang
    date accessioned2017-05-08T20:40:41Z
    date available2017-05-08T20:40:41Z
    date copyrightSeptember 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A9%281204%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23217
    description abstractAn analysis of numerical stability of a two‐dimensional depth‐averaged hydrodynamic model is made by examining the linearized finite difference governing equations based on Fourier analysis. The eigenvalues of the amplification matrix are solved by an iteration technique. They are used to check the derived theoretical stability criterion that has an exponential form. Two case studies are considered, one dealing with a small channel with a sidepool and the other dealing with the large shallow Songkhla Lagoon. The results obtained by the stability analysis and by running the hydrodynamic model are found to agree closely for the case of the small channel. From these results, an equivalent empirical stability criterion similar to the Courant condition is established for practical purposes.
    publisherAmerican Society of Civil Engineers
    titleStability Analysis of Two‐Dimensional Depth‐Averaged Model
    typeJournal Paper
    journal volume115
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:9(1204)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 009
    contenttypeFulltext
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