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    Exterior Bathymetric Effects in Elliptic Harbor Wave Models

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author:
    Vijay Panchang
    ,
    W. Chen
    ,
    B. Xu
    ,
    K. Schlenker
    ,
    Z. Demirbilek
    ,
    M. Okihiro
    DOI: 10.1061/(ASCE)0733-950X(2000)126:2(71)
    Publisher: American Society of Civil Engineers
    Abstract: Traditional elliptic harbor wave models are based on the assumptions that the region outside the computational grid is of constant depth and that the exterior coastlines are collinear and fully reflecting. These assumptions, which are associated with the open boundary, are generally not met in practice. This paper demonstrates that the effects of exterior depth variations on model results can be substantial, leading to unreliable simulations even with sophisticated modern wave models. A technique is developed to overcome these limitations. It is based on a one-dimensional representation to better simulate the effects of the exterior bathymetry. The results of the one-dimensional model are then interfaced along the open boundary of a two-dimensional finite-element harbor wave model. The new model is tested against analytical solutions for the case of wave propagation on a sloping beach, which is a difficult problem for harbor models in use today. Excellent results are obtained, suggesting that improved representation of the cross-shore slopes while treating the open boundaries may enhance the usefulness of these models.
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      Exterior Bathymetric Effects in Elliptic Harbor Wave Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41333
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorVijay Panchang
    contributor authorW. Chen
    contributor authorB. Xu
    contributor authorK. Schlenker
    contributor authorZ. Demirbilek
    contributor authorM. Okihiro
    date accessioned2017-05-08T21:10:15Z
    date available2017-05-08T21:10:15Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%290733-950x%282000%29126%3A2%2871%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41333
    description abstractTraditional elliptic harbor wave models are based on the assumptions that the region outside the computational grid is of constant depth and that the exterior coastlines are collinear and fully reflecting. These assumptions, which are associated with the open boundary, are generally not met in practice. This paper demonstrates that the effects of exterior depth variations on model results can be substantial, leading to unreliable simulations even with sophisticated modern wave models. A technique is developed to overcome these limitations. It is based on a one-dimensional representation to better simulate the effects of the exterior bathymetry. The results of the one-dimensional model are then interfaced along the open boundary of a two-dimensional finite-element harbor wave model. The new model is tested against analytical solutions for the case of wave propagation on a sloping beach, which is a difficult problem for harbor models in use today. Excellent results are obtained, suggesting that improved representation of the cross-shore slopes while treating the open boundaries may enhance the usefulness of these models.
    publisherAmerican Society of Civil Engineers
    titleExterior Bathymetric Effects in Elliptic Harbor Wave Models
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2000)126:2(71)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;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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