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    Nonlinear Effects on Wave Envelope and Phase

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author:
    M. Aziz Tayfun
    ,
    Jen‐Men Lo
    DOI: 10.1061/(ASCE)0733-950X(1990)116:1(79)
    Publisher: American Society of Civil Engineers
    Abstract: The effects of second‐order nonlinearities on the envelope and phase statistics of long‐crested sea waves are examined theoretically via the characteristic function expansion technique. Various cumulants typically required in this technique are derived explicitly to the first order of accuracy in the spectral bandwidth of sea surface elevations. The resulting joint and marginal probability densities are then examined in detail and checked with simulations. It is found that, except for certain minor modifications, the statistical distribution of envelope heights normalized by their rms‐value is described on the whole fairly well by the conventional Rayleigh law. In comparison, the wave phase and phase statistics are affected more significantly by nonlinearities, showing a systematic excess of values near the mean phase. The eventual comparison of the theoretical predictions with the actual wave data gathered from an offshore platform in the Gulf of Mexico in 1969 supports these conclusions surprisingly well, particularly when nonlinearities are predominantly manifest.
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      Nonlinear Effects on Wave Envelope and Phase

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40794
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorM. Aziz Tayfun
    contributor authorJen‐Men Lo
    date accessioned2017-05-08T21:09:25Z
    date available2017-05-08T21:09:25Z
    date copyrightJanuary 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A1%2879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40794
    description abstractThe effects of second‐order nonlinearities on the envelope and phase statistics of long‐crested sea waves are examined theoretically via the characteristic function expansion technique. Various cumulants typically required in this technique are derived explicitly to the first order of accuracy in the spectral bandwidth of sea surface elevations. The resulting joint and marginal probability densities are then examined in detail and checked with simulations. It is found that, except for certain minor modifications, the statistical distribution of envelope heights normalized by their rms‐value is described on the whole fairly well by the conventional Rayleigh law. In comparison, the wave phase and phase statistics are affected more significantly by nonlinearities, showing a systematic excess of values near the mean phase. The eventual comparison of the theoretical predictions with the actual wave data gathered from an offshore platform in the Gulf of Mexico in 1969 supports these conclusions surprisingly well, particularly when nonlinearities are predominantly manifest.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Effects on Wave Envelope and Phase
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:1(79)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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