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    Extended Linear Refraction-Diffraction Model

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Carmela N. Chandrasekera
    ,
    Kwok Fai Cheung
    DOI: 10.1061/(ASCE)0733-950X(1997)123:5(280)
    Publisher: American Society of Civil Engineers
    Abstract: An alternative derivation of the extended refraction-diffraction equation is presented. The bottom curvature and slope-squared terms ignored in the mild-slope equation are included to account for relatively steep and rapidly undulating bathymetry. The linear elliptic partial differential equation is solved by the hybrid element method and applied to three-dimensional bedforms. Quadratic triangular elements are used in the model so that the curvature can be calculated directly from the water depth defined at the nodes. The model is illustrated by simulating wave reflection from a ripple bed and wave transformation over a circular shoal in which previous experimental and numerical results exist. The relative effects of the additional terms and their significance in the model prediction are examined in a numerical experiment.
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      Extended Linear Refraction-Diffraction Model

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41211
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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 accessioned2017-05-08T21:10:03Z
    date available2017-05-08T21:10:03Z
    date copyrightSeptember 1997
    date issued1997
    identifier other%28asce%290733-950x%281997%29123%3A5%28280%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41211
    description abstractAn alternative derivation of the extended refraction-diffraction equation is presented. The bottom curvature and slope-squared terms ignored in the mild-slope equation are included to account for relatively steep and rapidly undulating bathymetry. The linear elliptic partial differential equation is solved by the hybrid element method and applied to three-dimensional bedforms. Quadratic triangular elements are used in the model so that the curvature can be calculated directly from the water depth defined at the nodes. The model is illustrated by simulating wave reflection from a ripple bed and wave transformation over a circular shoal in which previous experimental and numerical results exist. The relative effects of the additional terms and their significance in the model prediction are examined in a numerical experiment.
    publisherAmerican Society of Civil Engineers
    titleExtended Linear Refraction-Diffraction Model
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1997)123:5(280)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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