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    Kinematics Prediction by Stokes and Fourier Wave Theories

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author:
    Min‐Chih Huang
    DOI: 10.1061/(ASCE)0733-950X(1990)116:1(137)
    Publisher: American Society of Civil Engineers
    Abstract: Recent laboratory measurements of wave kinematics indicate that the horizontal velocity under the crest is smaller than that under the trough in the range of intermediate to deep water waves. The mathematically correct fifth‐order Stokes and Fourier wave theories can better predict the measured behavior if a zero uniform coflowing mass transport velocity is included in the solution algorithms. This is contrary to the conclusions made by Engevik and by Gudmestad and Connor. Horizontal velocity predictions from the Stokes and Fourier wave theories are in general more accurate than the deep‐water Green function method of Engevik and the second order stretching method of Gudmestad and Connor. The necessary correction procedure when using the Stokes and Fourier wave theories with a specified Eulerian current to predict the wave kinematics in a close flume with zero net flow over depth is also discussed in this paper.
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      Kinematics Prediction by Stokes and Fourier Wave Theories

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40789
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMin‐Chih Huang
    date accessioned2017-05-08T21:09:24Z
    date available2017-05-08T21:09:24Z
    date copyrightJanuary 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A1%28137%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40789
    description abstractRecent laboratory measurements of wave kinematics indicate that the horizontal velocity under the crest is smaller than that under the trough in the range of intermediate to deep water waves. The mathematically correct fifth‐order Stokes and Fourier wave theories can better predict the measured behavior if a zero uniform coflowing mass transport velocity is included in the solution algorithms. This is contrary to the conclusions made by Engevik and by Gudmestad and Connor. Horizontal velocity predictions from the Stokes and Fourier wave theories are in general more accurate than the deep‐water Green function method of Engevik and the second order stretching method of Gudmestad and Connor. The necessary correction procedure when using the Stokes and Fourier wave theories with a specified Eulerian current to predict the wave kinematics in a close flume with zero net flow over depth is also discussed in this paper.
    publisherAmerican Society of Civil Engineers
    titleKinematics Prediction by Stokes and Fourier Wave Theories
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:1(137)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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