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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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