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    Numerical Simulation of Irregular Wave Propagation over Shoal

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author:
    Vijay G. Panchang
    ,
    Ge Wei
    ,
    Bryan R. Pearce
    ,
    Michael J. Briggs
    DOI: 10.1061/(ASCE)0733-950X(1990)116:3(324)
    Publisher: American Society of Civil Engineers
    Abstract: While studying the bathymetric transformation of ocean waves propagating into a coastal region, the engineer often invokes the concept of the significant wave to represent the offshore irregular sea state. As an approximation, the propagation characteristics of a regular wave train (with properties equal to that of the significant wave) are determined, instead of those of the actual irregular sea state. However, recent experimental investigations by Vincent and Briggs have shown that for the case of combined refraction‐diffraction of waves by a shoal, the propagation characteristics of the irregular and equivalent regular (monochromatic) wave conditions can be vastly different. At the same time, researchers are investing substantial effort in the construction of accurate numerical refraction‐diffraction models for monochromatic waves. Although the monochromatic representation gives a poor approximation of the spectral conditions, this study shows that a monochromatic refraction‐diffraction model can be used to make spectral calculations that agree closely with the actual irregular conditions observed in a hydraulic model. Further, these calculations can also help explain all the observed differences in the propagation of regular and various types of spectral conditions over the shoal.
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      Numerical Simulation of Irregular Wave Propagation over Shoal

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40806
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorVijay G. Panchang
    contributor authorGe Wei
    contributor authorBryan R. Pearce
    contributor authorMichael J. Briggs
    date accessioned2017-05-08T21:09:26Z
    date available2017-05-08T21:09:26Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A3%28324%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40806
    description abstractWhile studying the bathymetric transformation of ocean waves propagating into a coastal region, the engineer often invokes the concept of the significant wave to represent the offshore irregular sea state. As an approximation, the propagation characteristics of a regular wave train (with properties equal to that of the significant wave) are determined, instead of those of the actual irregular sea state. However, recent experimental investigations by Vincent and Briggs have shown that for the case of combined refraction‐diffraction of waves by a shoal, the propagation characteristics of the irregular and equivalent regular (monochromatic) wave conditions can be vastly different. At the same time, researchers are investing substantial effort in the construction of accurate numerical refraction‐diffraction models for monochromatic waves. Although the monochromatic representation gives a poor approximation of the spectral conditions, this study shows that a monochromatic refraction‐diffraction model can be used to make spectral calculations that agree closely with the actual irregular conditions observed in a hydraulic model. Further, these calculations can also help explain all the observed differences in the propagation of regular and various types of spectral conditions over the shoal.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Irregular Wave Propagation over Shoal
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:3(324)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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