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contributor authorNobuhito Mori
contributor authorDaniel T. Cox
date accessioned2017-05-08T21:10:26Z
date available2017-05-08T21:10:26Z
date copyrightJuly 2003
date issued2003
identifier other%28asce%290733-950x%282003%29129%3A4%28165%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41482
description abstractA statistical model is developed to predict wave overtopping of extreme waves on a fixed deck. The probability density function for the volume of overtopping water is based on the truncated Weibull distribution with the assumption of a local sinusoidal wave profile. The sensitivity to the wave nonlinearity parameter and deck clearance is discussed. The statistical model is compared to laboratory data for the instantaneous free surface elevation measured in front of a fixed deck and the instantaneous free surface elevation and overtopping rate measured at the leading edge of the deck. The statistical theory compared well with the measured exceedance probability seaward of the deck. Conditional sampling of the crest heights seaward of the deck gave a normalized probability distribution similar to that of the maximum water level measured on the deck for each overtopping event. The model prediction of the exceedance probability of deck overtopping gave very good agreement for large overtopping values.
publisherAmerican Society of Civil Engineers
titleStatistical Modeling of Overtopping for Extreme Waves on Fixed Deck
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2003)129:4(165)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 004
contenttypeFulltext


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