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    Split‐Step Fourier Algorithm for Water Waves

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Levsiri C. Munasinghe
    ,
    Robert A. Dalrymple
    DOI: 10.1061/(ASCE)0733-9399(1990)116:2(251)
    Publisher: American Society of Civil Engineers
    Abstract: A parabolic model for propagation of water waves, implemented with an efficient split‐step Fourier transform algorithm, is presented. The split‐step Fourier transform algorithm, widely used in acoustics to solve the parabolic form of the Helmholtz equation and modified to approximately account for wave number dependency in the direction of propagation, has been successfully applied to model refraction and diffraction of water waves. The solution algorithm is exact for a constant depth ocean and gives a good approximation for a wave spectrum on a uniform slope. The results of the model for an elliptical shoal on a uniform slope are presented for both linear and nonlinear wave dispersion relationships and show good agreement with experimental results. The wide‐angle capabilities of the model are also examined for a circular shoal of elliptical cross section on a flat bottom. The algorithm is very efficient and stable, permitting large computational step sizes in the direction of propagation.
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      Split‐Step Fourier Algorithm for Water Waves

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    contributor authorLevsiri C. Munasinghe
    contributor authorRobert A. Dalrymple
    date accessioned2017-05-08T22:30:32Z
    date available2017-05-08T22:30:32Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A2%28251%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81753
    description abstractA parabolic model for propagation of water waves, implemented with an efficient split‐step Fourier transform algorithm, is presented. The split‐step Fourier transform algorithm, widely used in acoustics to solve the parabolic form of the Helmholtz equation and modified to approximately account for wave number dependency in the direction of propagation, has been successfully applied to model refraction and diffraction of water waves. The solution algorithm is exact for a constant depth ocean and gives a good approximation for a wave spectrum on a uniform slope. The results of the model for an elliptical shoal on a uniform slope are presented for both linear and nonlinear wave dispersion relationships and show good agreement with experimental results. The wide‐angle capabilities of the model are also examined for a circular shoal of elliptical cross section on a flat bottom. The algorithm is very efficient and stable, permitting large computational step sizes in the direction of propagation.
    publisherAmerican Society of Civil Engineers
    titleSplit‐Step Fourier Algorithm for Water Waves
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:2(251)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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