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    Linear Refraction-Diffraction Model for Steep Bathymetry

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author:
    Carmela N. Chandrasekera
    ,
    Kwok Fai Cheung
    DOI: 10.1061/(ASCE)0733-950X(2001)127:3(161)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the mathematical formulation, the numerical solution, and the validation of a linear refraction-diffraction model for steep bathymetry. The model involves two coupled governing equations derived from, respectively, the exact seabed boundary condition and the Laplace equation. It reduces to the extended and the original mild-slope model, when the seabed slope is small. Although the present approach is based on depth-integration of flow characteristics, it correctly accounts for the vertical component of the seabed fluid velocity. The formulation is based on the weighted-residual method, and the hybrid element solution is derived from a Galerkin approach. The capability of the present model to simulate flow velocity and wave amplitude over three-dimensional bedforms is examined in a parametric study. The computed results are compared with the original and extended mild-slope solutions and verified with those of a three-dimensional wave model. The present depth-integrated model has the same data requirements as other two-dimensional models, but provides accurate three-dimensional results with only a fraction of the CPU time that would be required by a three-dimensional model.
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      Linear Refraction-Diffraction Model for Steep Bathymetry

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41391
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorCarmela N. Chandrasekera
    contributor authorKwok Fai Cheung
    date accessioned2017-05-08T21:10:20Z
    date available2017-05-08T21:10:20Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A3%28161%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41391
    description abstractThis paper describes the mathematical formulation, the numerical solution, and the validation of a linear refraction-diffraction model for steep bathymetry. The model involves two coupled governing equations derived from, respectively, the exact seabed boundary condition and the Laplace equation. It reduces to the extended and the original mild-slope model, when the seabed slope is small. Although the present approach is based on depth-integration of flow characteristics, it correctly accounts for the vertical component of the seabed fluid velocity. The formulation is based on the weighted-residual method, and the hybrid element solution is derived from a Galerkin approach. The capability of the present model to simulate flow velocity and wave amplitude over three-dimensional bedforms is examined in a parametric study. The computed results are compared with the original and extended mild-slope solutions and verified with those of a three-dimensional wave model. The present depth-integrated model has the same data requirements as other two-dimensional models, but provides accurate three-dimensional results with only a fraction of the CPU time that would be required by a three-dimensional model.
    publisherAmerican Society of Civil Engineers
    titleLinear Refraction-Diffraction Model for Steep Bathymetry
    typeJournal Paper
    journal volume127
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:3(161)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 003
    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