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    Fully Nonhydrostatic Modeling of Surface Waves

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 004
    Author:
    Hengliang Yuan
    ,
    Chin H. Wu
    DOI: 10.1061/(ASCE)0733-9399(2006)132:4(447)
    Publisher: American Society of Civil Engineers
    Abstract: A fully nonhydrostatic model is tested by simulating a range of surface-wave motions, including linear dispersive waves, nonlinear Stokes waves, wave propagation over bottom topographies, and wave–current interaction. The model uses an efficient implicit method to solve the unsteady, three-dimensional, Navier-Stokes equations and the fully nonlinear free-surface boundary conditions. A new top-layer pressure treatment is incorporated to fully include the nonhydrostatic pressure effect. The model results are verified against either analytical solutions or experimental data. It is found that the model using a small number of vertical layers is capable of accurately simulating both the free-surface elevation and vertical flow structure. By further examining the model’s performance of resolving wave dispersion and nonlinearity, the model’s efficiency and accuracy are demonstrated.
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      Fully Nonhydrostatic Modeling of Surface Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86239
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    contributor authorHengliang Yuan
    contributor authorChin H. Wu
    date accessioned2017-05-08T22:40:51Z
    date available2017-05-08T22:40:51Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A4%28447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86239
    description abstractA fully nonhydrostatic model is tested by simulating a range of surface-wave motions, including linear dispersive waves, nonlinear Stokes waves, wave propagation over bottom topographies, and wave–current interaction. The model uses an efficient implicit method to solve the unsteady, three-dimensional, Navier-Stokes equations and the fully nonlinear free-surface boundary conditions. A new top-layer pressure treatment is incorporated to fully include the nonhydrostatic pressure effect. The model results are verified against either analytical solutions or experimental data. It is found that the model using a small number of vertical layers is capable of accurately simulating both the free-surface elevation and vertical flow structure. By further examining the model’s performance of resolving wave dispersion and nonlinearity, the model’s efficiency and accuracy are demonstrated.
    publisherAmerican Society of Civil Engineers
    titleFully Nonhydrostatic Modeling of Surface Waves
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:4(447)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 004
    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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