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contributor authorT. H. Dawson
contributor authorD. L. Kriebel
contributor authorL. A. Wallendorf
date accessioned2017-05-08T23:51:18Z
date available2017-05-08T23:51:18Z
date copyrightFebruary, 1996
date issued1996
identifier issn0892-7219
identifier otherJMOEEX-28106#37_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117504
description abstractMarkov description of wave-crest statistics is considered for the case of severe random seas where Stokes nonlinearities require crests to rise higher than troughs fall. Of interest are the average number of consecutive high waves in runs of high waves and the average number of waves between beginnings of such runs, with high waves being defined in terms of a threshold level above mean water level. Two basic parameters are involved in the description: 1) the probability P that a high wave will occur at a fixed location, and 2) a coefficient C relating P to the probabilities associated with transitions from high to low waves and low to high waves. Comparison with laboratory measurements from scaled Bretschneider seas having a range of nonlinearities indicates that the basic Stokes nonlinearity is contained in the probability P , with no sensible dependence exhibited by the coefficient C . Additional comparison with scaled Jonswap seas illustrates the dependence of this coefficient on spectral shape. A final consideration of results from full-scale hurricane sea conditions, and from corresponding scaled laboratory data, demonstrates the general applicability of the laboratory results presented here to actual wind-driven seas.
publisherThe American Society of Mechanical Engineers (ASME)
titleMarkov Description of Wave-Crest Statistics
typeJournal Paper
journal volume118
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2828799
journal fristpage37
journal lastpage45
identifier eissn1528-896X
keywordsWaves
keywordsSeas
keywordsProbability
keywordsShapes
keywordsWater
keywordsWind AND Measurement
treeJournal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 001
contenttypeFulltext


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