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    Tide and Storm Surge Predictions Using Finite Element Model

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author:
    J. J. Westerink
    ,
    R. A. Luettich
    ,
    A. M. Baptists
    ,
    N. W. Scheffner
    ,
    P. Farrar
    DOI: 10.1061/(ASCE)0733-9429(1992)118:10(1373)
    Publisher: American Society of Civil Engineers
    Abstract: A finite element (FE) model is used to study tides and hurricane storm surge in the Gulf of Mexico in the region ranging from the Mississippi Sound to the northwest coast of Florida. Issues that are emphasized include the use of large domains, the importance of a high degree of grid resolution in coastal regions of interest, the use of meshes with highly varying nodal densities to minimize the size of the discrete problem, and the use of the generalized wave‐continuity equation (GWCE) for FE‐based solutions to the shallow‐water equations. The computations presented are unprecedented in their scope, level of localized detail, and degree of grid‐size variability. The GWCE‐based FE model leads to very accurate and efficient flow solutions.
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      Tide and Storm Surge Predictions Using Finite Element Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23562
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    contributor authorJ. J. Westerink
    contributor authorR. A. Luettich
    contributor authorA. M. Baptists
    contributor authorN. W. Scheffner
    contributor authorP. Farrar
    date accessioned2017-05-08T20:41:19Z
    date available2017-05-08T20:41:19Z
    date copyrightOctober 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A10%281373%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23562
    description abstractA finite element (FE) model is used to study tides and hurricane storm surge in the Gulf of Mexico in the region ranging from the Mississippi Sound to the northwest coast of Florida. Issues that are emphasized include the use of large domains, the importance of a high degree of grid resolution in coastal regions of interest, the use of meshes with highly varying nodal densities to minimize the size of the discrete problem, and the use of the generalized wave‐continuity equation (GWCE) for FE‐based solutions to the shallow‐water equations. The computations presented are unprecedented in their scope, level of localized detail, and degree of grid‐size variability. The GWCE‐based FE model leads to very accurate and efficient flow solutions.
    publisherAmerican Society of Civil Engineers
    titleTide and Storm Surge Predictions Using Finite Element Model
    typeJournal Paper
    journal volume118
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:10(1373)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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