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    Time-Dependent Numerical Code for Extended Boussinesq Equations

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author:
    Ge Wei
    ,
    James T. Kirby
    DOI: 10.1061/(ASCE)0733-950X(1995)121:5(251)
    Publisher: American Society of Civil Engineers
    Abstract: The extended Boussinesq equations derived by Nwogu (1993) significantly improve the linear dispersive properties of long-wave models in intermediate water depths, making it suitable to simulate wave propagation from relatively deep to shallow water. In this study, a numerical code based on Nwogu's equations is developed. The model uses a fourth-order predictor-corrector method to advance in time, and discretizes first-order spatial derivatives to fourth-order accuracy, thus reducing all truncation errors to a level smaller than the dispersive terms retained by the model. The basic numerical scheme and associated boundary conditions are described. The model is applied to several examples of wave propagation in variable depth, and computed solutions are compared with experimental data. These initial results indicate that the model is capable of simulating wave transformation from relatively deep water to shallow water, giving accurate predictions of the height and shape of shoaled waves in both regular and irregular wave experiments.
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      Time-Dependent Numerical Code for Extended Boussinesq Equations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41109
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorGe Wei
    contributor authorJames T. Kirby
    date accessioned2017-05-08T21:09:54Z
    date available2017-05-08T21:09:54Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A5%28251%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41109
    description abstractThe extended Boussinesq equations derived by Nwogu (1993) significantly improve the linear dispersive properties of long-wave models in intermediate water depths, making it suitable to simulate wave propagation from relatively deep to shallow water. In this study, a numerical code based on Nwogu's equations is developed. The model uses a fourth-order predictor-corrector method to advance in time, and discretizes first-order spatial derivatives to fourth-order accuracy, thus reducing all truncation errors to a level smaller than the dispersive terms retained by the model. The basic numerical scheme and associated boundary conditions are described. The model is applied to several examples of wave propagation in variable depth, and computed solutions are compared with experimental data. These initial results indicate that the model is capable of simulating wave transformation from relatively deep water to shallow water, giving accurate predictions of the height and shape of shoaled waves in both regular and irregular wave experiments.
    publisherAmerican Society of Civil Engineers
    titleTime-Dependent Numerical Code for Extended Boussinesq Equations
    typeJournal Paper
    journal volume121
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:5(251)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    contenttypeFulltext
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