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contributor authorSanto, H.
contributor authorTaylor, P. H.
contributor authorEatock Taylor, R.
contributor authorChoo, Y. S.
date accessioned2017-05-09T01:01:55Z
date available2017-05-09T01:01:55Z
date issued2013
identifier issn0892-7219
identifier otheromae_135_1_011602.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152915
description abstractOcean waves are known to be both random in time and nonlinear. Surface elevation time histories measured in the Gulf of Mexico during Hurricane Camille in 1969 are reanalyzed. The average shapes of large crests and deep troughs in time are shown to be close to symmetric around the instant when the maximum (or minimum) occurs, with only slight evidence of asymmetry from wave breaking in the time histories. There is considerable vertical asymmetry with higher and sharper crests and smaller and more rounded troughs. Overall, the analysis supports the use of a focused wave group based on the scaled autocorrelation function (NewWave) as proposed by Lindgren and Boccotti, with sum harmonic corrections. There is a very small second order difference setup for both large crests and troughs, consistent with considerable directional spreading in the hurricane seastate. This spreading is likely to be larger than that usually assumed for nontropical winter storms. The spectral tail is shown to have a decay rate proportional to –4.5 power law midway between the classical JONSWAP (Phillips) –5 form and the –4 slope proposed by Battjes et al. (1987, “A Reanalysis of the Spectra Observed in JONSWAP,â€‌ J. Phys. Oceanogr., 17(8), pp. 1288–1295) as a correction to JONSWAP.
publisherThe American Society of Mechanical Engineers (ASME)
titleAverage Properties of the Largest Waves in Hurricane Camille
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4006930
journal fristpage11602
journal lastpage11602
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 001
contenttypeFulltext


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