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    Boussinesq Modeling of Wave Transformation, Breaking, and Runup. II: 2D

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Qin Chen
    ,
    James T. Kirby
    ,
    Robert A. Dalrymple
    ,
    Andrew B. Kennedy
    ,
    Arun Chawla
    DOI: 10.1061/(ASCE)0733-950X(2000)126:1(48)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we focus on the implementation and verification of an extended Boussinesq model for surf zone hydrodynamics in two horizontal dimensions. The time-domain numerical model is based on the fully nonlinear Boussinesq equations. As described in Part I of this two-part paper, the energy dissipation due to wave breaking is modeled by introducing an eddy viscosity term into the momentum equations, with the viscosity strongly localized on the front face of the breaking waves. Wave runup on the beach is simulated using a permeable-seabed technique. We apply the model to simulate two laboratory experiments in large wave basins. They are wave transformation and breaking over a submerged circular shoal and solitary wave runup on a conical island. Satisfactory agreement is found between the numerical results and the laboratory measurements.
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      Boussinesq Modeling of Wave Transformation, Breaking, and Runup. II: 2D

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41326
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorQin Chen
    contributor authorJames T. Kirby
    contributor authorRobert A. Dalrymple
    contributor authorAndrew B. Kennedy
    contributor authorArun Chawla
    date accessioned2017-05-08T21:10:15Z
    date available2017-05-08T21:10:15Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-950x%282000%29126%3A1%2848%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41326
    description abstractIn this paper, we focus on the implementation and verification of an extended Boussinesq model for surf zone hydrodynamics in two horizontal dimensions. The time-domain numerical model is based on the fully nonlinear Boussinesq equations. As described in Part I of this two-part paper, the energy dissipation due to wave breaking is modeled by introducing an eddy viscosity term into the momentum equations, with the viscosity strongly localized on the front face of the breaking waves. Wave runup on the beach is simulated using a permeable-seabed technique. We apply the model to simulate two laboratory experiments in large wave basins. They are wave transformation and breaking over a submerged circular shoal and solitary wave runup on a conical island. Satisfactory agreement is found between the numerical results and the laboratory measurements.
    publisherAmerican Society of Civil Engineers
    titleBoussinesq Modeling of Wave Transformation, Breaking, and Runup. II: 2D
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2000)126:1(48)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    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