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    Boussinesq Modeling of Wave Transformation, Breaking, and Runup. I: 1D

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Andrew B. Kennedy
    ,
    Qin Chen
    ,
    James T. Kirby
    ,
    Robert A. Dalrymple
    DOI: 10.1061/(ASCE)0733-950X(2000)126:1(39)
    Publisher: American Society of Civil Engineers
    Abstract: Parts I and II of this paper describe the extension and testing of two sets of Boussinesq-type equations to include surf zone phenomena. Part I is restricted to 1D tests of shoaling, breaking, and runup, while Part II deals with two horizontal dimensions. The model uses two main extensions to the Boussinesq equations: a momentum-conserving eddy viscosity technique to model breaking, and a “slotted beach,” which simulates a shoreline while allowing computations over a regular domain. Bottom friction is included, using a quadratic representation, while the 2D implementation of the model also considers subgrid mixing. Comparisons with experimental results for regular and irregular wave shoaling, breaking and runup for both one and two horizontal dimensions show good agreement for a variety of wave conditions.
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      Boussinesq Modeling of Wave Transformation, Breaking, and Runup. I: 1D

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41325
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAndrew B. Kennedy
    contributor authorQin Chen
    contributor authorJames T. Kirby
    contributor authorRobert A. Dalrymple
    date accessioned2017-05-08T21:10:14Z
    date available2017-05-08T21:10:14Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-950x%282000%29126%3A1%2839%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41325
    description abstractParts I and II of this paper describe the extension and testing of two sets of Boussinesq-type equations to include surf zone phenomena. Part I is restricted to 1D tests of shoaling, breaking, and runup, while Part II deals with two horizontal dimensions. The model uses two main extensions to the Boussinesq equations: a momentum-conserving eddy viscosity technique to model breaking, and a “slotted beach,” which simulates a shoreline while allowing computations over a regular domain. Bottom friction is included, using a quadratic representation, while the 2D implementation of the model also considers subgrid mixing. Comparisons with experimental results for regular and irregular wave shoaling, breaking and runup for both one and two horizontal dimensions show good agreement for a variety of wave conditions.
    publisherAmerican Society of Civil Engineers
    titleBoussinesq Modeling of Wave Transformation, Breaking, and Runup. I: 1D
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2000)126:1(39)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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