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    Three-Dimensional Model of Navier-Stokes Equations for Water Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Bin Li
    ,
    Chris A. Fleming
    DOI: 10.1061/(ASCE)0733-950X(2001)127:1(16)
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional numerical model based on the complete Navier-Stokes equations is developed and presented in this paper. The model can be used for the problem of propagation of fully nonlinear water waves. The Navier-Stokes equations are first transformed from an irregular calculation domain to a regular one using sigma coordinates. The projection method is used to separate advection and diffusion terms from the pressure terms in Navier-Stokes equations. MacCormack's explicit scheme is used for the advection and diffusion terms, and it has second-order accuracy in both space and time. The pressure variable is further separated into hydrostatic and hydrodynamic pressures so that the computer rounding errors can be largely avoided. The resulting hydrodynamic pressure equation is solved by a multigrid method. A staggered mesh and central spatial finite-difference scheme are used. The model is tested against the experimental data of Luth et al., and the comparison shows that higher harmonics can be modeled well. Comparison of the model solutions with the elliptic shoal case confirms that the present model works well for wave refraction and diffraction with strong wave focusing.
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      Three-Dimensional Model of Navier-Stokes Equations for Water Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41368
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorBin Li
    contributor authorChris A. Fleming
    date accessioned2017-05-08T21:10:18Z
    date available2017-05-08T21:10:18Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A1%2816%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41368
    description abstractA three-dimensional numerical model based on the complete Navier-Stokes equations is developed and presented in this paper. The model can be used for the problem of propagation of fully nonlinear water waves. The Navier-Stokes equations are first transformed from an irregular calculation domain to a regular one using sigma coordinates. The projection method is used to separate advection and diffusion terms from the pressure terms in Navier-Stokes equations. MacCormack's explicit scheme is used for the advection and diffusion terms, and it has second-order accuracy in both space and time. The pressure variable is further separated into hydrostatic and hydrodynamic pressures so that the computer rounding errors can be largely avoided. The resulting hydrodynamic pressure equation is solved by a multigrid method. A staggered mesh and central spatial finite-difference scheme are used. The model is tested against the experimental data of Luth et al., and the comparison shows that higher harmonics can be modeled well. Comparison of the model solutions with the elliptic shoal case confirms that the present model works well for wave refraction and diffraction with strong wave focusing.
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Model of Navier-Stokes Equations for Water Waves
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:1(16)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;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