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    Efficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author:
    Chin H. Wu
    ,
    Chih-Chieh Young
    ,
    Qin Chen
    ,
    Patrick J. Lynett
    DOI: 10.1061/(ASCE)WW.1943-5460.0000032
    Publisher: American Society of Civil Engineers
    Abstract: An efficient nonhydrostatic model with the embedded Boussinesq-type like equations at the free surface is presented to simulate surface waves from shallow to deep water. The new free-surface treatment yields an accurate expression of vertical distribution of nonhydrostatic pressure. This approach is free of the irrotational flow assumption. Two locations of reference velocities obtained through interpolations of nonhydrostatic velocities are used to optimize frequency dispersion for a wide range of wave conditions. Accuracy and efficiency of the model is critically tested against analytical solutions and experimental data. Overall, the present nonhydrostatic model using a small number of vertical layers (i.e., 2–4) is capable of resolving dispersive wave motions with various effects.
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      Efficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70308
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorChin H. Wu
    contributor authorChih-Chieh Young
    contributor authorQin Chen
    contributor authorPatrick J. Lynett
    date accessioned2017-05-08T22:04:02Z
    date available2017-05-08T22:04:02Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29ww%2E1943-5460%2E0000080.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70308
    description abstractAn efficient nonhydrostatic model with the embedded Boussinesq-type like equations at the free surface is presented to simulate surface waves from shallow to deep water. The new free-surface treatment yields an accurate expression of vertical distribution of nonhydrostatic pressure. This approach is free of the irrotational flow assumption. Two locations of reference velocities obtained through interpolations of nonhydrostatic velocities are used to optimize frequency dispersion for a wide range of wave conditions. Accuracy and efficiency of the model is critically tested against analytical solutions and experimental data. Overall, the present nonhydrostatic model using a small number of vertical layers (i.e., 2–4) is capable of resolving dispersive wave motions with various effects.
    publisherAmerican Society of Civil Engineers
    titleEfficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water
    typeJournal Paper
    journal volume136
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000032
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    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
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