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contributor authorM. Aziz Tayfun
date accessioned2017-05-08T21:10:37Z
date available2017-05-08T21:10:37Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%290733-950x%282006%29132%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41590
description abstractPredictions of wave action on slopes, and various wave- and depth-induced processes in the surf zone rely on two principal parameters: Wave steepness and surf parameter. For irregular waves, the theoretical distributions of these parameters are not known. Some studies suggest that wave steepness is described well by the Weibull and lognormal probability distributions. These distributions and thus their predictive utility depend on two key statistics, namely the mean and root-mean-square values of wave steepness. This study develops approximate theoretical forms of these statistics for narrow-band long-crested waves. For waves with steepness less than a Miche–Stokes type upper limit, comparisons with measurements from two severe storms show that the theoretical forms so derived and the resulting lognormal law in particular describes empirical data well. These results then permit the distribution of surf parameter to be approximated in a lognormal form also. Consequently, the nature and implications of such an approximation, resulting statistics and their plausible applications to breaker heights and types on slopes are explored.
publisherAmerican Society of Civil Engineers
titleDistributions of Wave Steepness and Surf Parameter
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2006)132:1(1)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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