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    Incorporation of Wind Effects Into Boussinesq Wave Models

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Qin Chen
    ,
    James M. Kaihatu
    ,
    Paul A. Hwang
    DOI: 10.1061/(ASCE)0733-950X(2004)130:6(312)
    Publisher: American Society of Civil Engineers
    Abstract: Recent advances in the Boussinesq modeling of nearshore hydrodynamics offer a platform for the study of wind effects on wave transformation and breaking-generated nearshore circulation. The paper documents: (1) the new parameterization of the momentum flux transferred from the wind to surface gravity waves in the coastal region on the basis of the field observations; (2) the implementation of the parameterized wind stress into phase-resolving Boussinesq wave models; (3) the development of empirical breaking criteria with the wind effect based on the existing laboratory data; and (4) the tests of the extended Boussinesq model against field observations and empirical results with respect to wind drag coefficients over shoaling waves and wave growth on a shallow lake. Fairly good agreement between the model results and measurements is observed. The methodology for the parameterization of the wind stress as a function of wave steepness and wind speed as well as the extended Boussinesq model incorporating the wind forcing can be used as a tool to improve our understanding of wind effects on nearshore wave propagation and horizontal circulation.
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      Incorporation of Wind Effects Into Boussinesq Wave Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41548
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorQin Chen
    contributor authorJames M. Kaihatu
    contributor authorPaul A. Hwang
    date accessioned2017-05-08T21:10:33Z
    date available2017-05-08T21:10:33Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%290733-950x%282004%29130%3A6%28312%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41548
    description abstractRecent advances in the Boussinesq modeling of nearshore hydrodynamics offer a platform for the study of wind effects on wave transformation and breaking-generated nearshore circulation. The paper documents: (1) the new parameterization of the momentum flux transferred from the wind to surface gravity waves in the coastal region on the basis of the field observations; (2) the implementation of the parameterized wind stress into phase-resolving Boussinesq wave models; (3) the development of empirical breaking criteria with the wind effect based on the existing laboratory data; and (4) the tests of the extended Boussinesq model against field observations and empirical results with respect to wind drag coefficients over shoaling waves and wave growth on a shallow lake. Fairly good agreement between the model results and measurements is observed. The methodology for the parameterization of the wind stress as a function of wave steepness and wind speed as well as the extended Boussinesq model incorporating the wind forcing can be used as a tool to improve our understanding of wind effects on nearshore wave propagation and horizontal circulation.
    publisherAmerican Society of Civil Engineers
    titleIncorporation of Wind Effects Into Boussinesq Wave Models
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2004)130:6(312)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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