Return period of nonlinear high wave crests

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Abstract

This paper deals with the long-term statistics for extreme nonlinear crest heights. First, a new analytical solution for the return period R(η), of a sea storm in which the maximum nonlinear crest height exceeds a fixed threshold η, is obtained by applying the 'Equivalent Triangular Storm' model and a second-order crest height distribution. The probability P(ηcmax > η [0, L]) that maximum nonlinear crest height in the time span L exceeds a fixed threshold is then derived from R(η) solution, assuming that the occurrence of storms with highest crest larger than η is given by a Poisson process. In the applications, both R(η) and P(ηcmax > η [0, L]) are calculated for some locations. It is shown that narrowband second-order approach is slightly conservative, with respect to the more general condition of crest distribution for second-order three-dimensional waves. Finally, a comparison with Boccotti, Jasper and Krogstad models is presented. Copyright 2006 by the American Geophysical Union.

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APA

Arena, F., & Pavone, D. (2006). Return period of nonlinear high wave crests. Journal of Geophysical Research: Oceans, 111(8). https://doi.org/10.1029/2005JC003407

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