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    Exterior Reflections in Elliptic Harbor Wave Models

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author:
    Bingyi Xu
    ,
    Vijay Panchang
    ,
    Zeki Demirbilek
    DOI: 10.1061/(ASCE)0733-950X(1996)122:3(118)
    Publisher: American Society of Civil Engineers
    Abstract: Traditional elliptic harbor wave models are based on the assumptions that the exterior sea region (i.e. the region outside the computational grid) is of constant depth and that the exterior coastlines are collinear and fully reflecting. This paper demonstrates that for most coastal regions, where these assumptions are generally not true, their effect on model results is substantial. This leads to unreliable simulations. Enlarging the model domain to overcome their effects is cumbersome and often prohibitive. To overcome these difficulties, the use of parabolic approximations of the mild-slope wave equation as open boundary conditions is explored. Suitable parabolic equations are derived and interfaced with an elliptic finite-element model. Since the parabolic approximation does not describe wave scattering as rigorously as the traditional method, the new model is tested against analytical and other solutions for cases where scattering is extensive. Errors resulting from the parabolic approximation are found to be extremely small. Further model tests show that for the generally realistic case where exterior reflection coefficients are less than unity, the new method requires considerably smaller domains than the traditional method, resulting in reduced modeling effort. The model is also applied to Toothacher Bay, Maine, and the use of the parabolic boundary conditions eliminates many spurious features in the simulation.
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      Exterior Reflections in Elliptic Harbor Wave Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41139
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorBingyi Xu
    contributor authorVijay Panchang
    contributor authorZeki Demirbilek
    date accessioned2017-05-08T21:09:56Z
    date available2017-05-08T21:09:56Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-950x%281996%29122%3A3%28118%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41139
    description abstractTraditional elliptic harbor wave models are based on the assumptions that the exterior sea region (i.e. the region outside the computational grid) is of constant depth and that the exterior coastlines are collinear and fully reflecting. This paper demonstrates that for most coastal regions, where these assumptions are generally not true, their effect on model results is substantial. This leads to unreliable simulations. Enlarging the model domain to overcome their effects is cumbersome and often prohibitive. To overcome these difficulties, the use of parabolic approximations of the mild-slope wave equation as open boundary conditions is explored. Suitable parabolic equations are derived and interfaced with an elliptic finite-element model. Since the parabolic approximation does not describe wave scattering as rigorously as the traditional method, the new model is tested against analytical and other solutions for cases where scattering is extensive. Errors resulting from the parabolic approximation are found to be extremely small. Further model tests show that for the generally realistic case where exterior reflection coefficients are less than unity, the new method requires considerably smaller domains than the traditional method, resulting in reduced modeling effort. The model is also applied to Toothacher Bay, Maine, and the use of the parabolic boundary conditions eliminates many spurious features in the simulation.
    publisherAmerican Society of Civil Engineers
    titleExterior Reflections in Elliptic Harbor Wave Models
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1996)122:3(118)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 003
    contenttypeFulltext
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