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    Nonlinear Crest Height Distribution in Three-Dimensional Ocean Waves

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 002::page 21604
    Author:
    Felice Arena
    ,
    Alfredo Ascanelli
    DOI: 10.1115/1.4000394
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The interest and studies on nonlinear waves are increased recently for their importance in the interaction with floating and fixed bodies. It is also well-known that nonlinearities influence wave crest and wave trough distributions, both deviating from the Rayleigh law. In this paper, a theoretical crest distribution is obtained, taking into account the extension of quasideterminism theory (1982, “On Ocean Waves With High Crests,” Meccanica, 17, pp. 16–19), up to the second order for the case of three-dimensional waves in finite water depth. To this purpose, the and (2005, “Weakly Nonlinear Statistics of High Random Waves,” Phys. Fluids, 17(026601), pp. 1–10) distribution is generalized to three-dimensional waves on an arbitrary water depth. The comparison with second order model (2000, “Wave Crest Distributions: Observations and Second-Order Theory,” J. Phys. Oceanogr., 30(8), pp. 1931–1943) shows the theoretical confirmation of his conclusion: The crest distribution in deep water for long-crested and short-crested waves are very close to each other; in shallow water the crest heights in three-dimensional waves are greater than values given by the long-crested model.
    keyword(s): Spectra (Spectroscopy) , Waves , Ocean waves AND Water ,
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      Nonlinear Crest Height Distribution in Three-Dimensional Ocean Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/144599
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    contributor authorFelice Arena
    contributor authorAlfredo Ascanelli
    date accessioned2017-05-09T00:40:24Z
    date available2017-05-09T00:40:24Z
    date copyrightMay, 2010
    date issued2010
    identifier issn0892-7219
    identifier otherJMOEEX-28360#021604_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/144599
    description abstractThe interest and studies on nonlinear waves are increased recently for their importance in the interaction with floating and fixed bodies. It is also well-known that nonlinearities influence wave crest and wave trough distributions, both deviating from the Rayleigh law. In this paper, a theoretical crest distribution is obtained, taking into account the extension of quasideterminism theory (1982, “On Ocean Waves With High Crests,” Meccanica, 17, pp. 16–19), up to the second order for the case of three-dimensional waves in finite water depth. To this purpose, the and (2005, “Weakly Nonlinear Statistics of High Random Waves,” Phys. Fluids, 17(026601), pp. 1–10) distribution is generalized to three-dimensional waves on an arbitrary water depth. The comparison with second order model (2000, “Wave Crest Distributions: Observations and Second-Order Theory,” J. Phys. Oceanogr., 30(8), pp. 1931–1943) shows the theoretical confirmation of his conclusion: The crest distribution in deep water for long-crested and short-crested waves are very close to each other; in shallow water the crest heights in three-dimensional waves are greater than values given by the long-crested model.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Crest Height Distribution in Three-Dimensional Ocean Waves
    typeJournal Paper
    journal volume132
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4000394
    journal fristpage21604
    identifier eissn1528-896X
    keywordsSpectra (Spectroscopy)
    keywordsWaves
    keywordsOcean waves AND Water
    treeJournal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 002
    contenttypeFulltext
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