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contributor authorHarald E. Krogstad
contributor authorStephen F. Barstow
date accessioned2017-05-09T00:14:04Z
date available2017-05-09T00:14:04Z
date copyrightFebruary, 2004
date issued2004
identifier issn0892-7219
identifier otherJMOEEX-28226#66_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130638
description abstractExpressions for the maximum crest height are reviewed and tested on data from five different sensors in the WACSIS data set. The overall agreement is good and the analysis supports that second-order models give accurate expressions for the distribution of the maximum crest height for varying water depth and wave steepness. In the second part of the paper, the expressions are combined with the existing extreme crest and wave height framework and applied to sets of time series and long term wave data. It is concluded that the second-order models represent a definite improvement over earlier empirical parametrizations.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis and Applications of Second-Order Models for Maximum Crest Height
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.1641798
journal fristpage66
journal lastpage71
identifier eissn1528-896X
keywordsWaves
keywordsWater AND Sensors
treeJournal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 001
contenttypeFulltext


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