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contributor authorM. Aziz Tayfun
contributor authorJen‐Men Lo
date accessioned2017-05-08T21:09:25Z
date available2017-05-08T21:09:25Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-950x%281990%29116%3A1%2879%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40794
description abstractThe effects of second‐order nonlinearities on the envelope and phase statistics of long‐crested sea waves are examined theoretically via the characteristic function expansion technique. Various cumulants typically required in this technique are derived explicitly to the first order of accuracy in the spectral bandwidth of sea surface elevations. The resulting joint and marginal probability densities are then examined in detail and checked with simulations. It is found that, except for certain minor modifications, the statistical distribution of envelope heights normalized by their rms‐value is described on the whole fairly well by the conventional Rayleigh law. In comparison, the wave phase and phase statistics are affected more significantly by nonlinearities, showing a systematic excess of values near the mean phase. The eventual comparison of the theoretical predictions with the actual wave data gathered from an offshore platform in the Gulf of Mexico in 1969 supports these conclusions surprisingly well, particularly when nonlinearities are predominantly manifest.
publisherAmerican Society of Civil Engineers
titleNonlinear Effects on Wave Envelope and Phase
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1990)116:1(79)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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