Research Article
Aug 1981
Distribution of Crest-to-Trough Wave Heights
Publication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107, Issue 3
Abstract
The theoretical distribution of wave heights as given by the Rayleigh law is based on the wave envelope. However, empirical distributions derived from field data utilize a crest-to-trough representation. The latter definition corresponds to an averaging operation on the envelope which results in an excess of waves with heights near the midrange and in deficiencies at the two extremes in a manner increasing with the spectrum band width. The ultimate effect of a deficiency towards the high wave tail is an underestimate in the exceeding probability of larger wave heights. Hence, this kind of discrepancy (systematically observed between the Rayleigh law and various field data) can be explained on this basis.
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Published In
Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107 • Issue 3 • August 1981
Pages: 149 - 158
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Aug 1981
Published online: Feb 12, 2021
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M. Aziz Tayfun, AM.ASCE
Assoc. Prof., Civ. Engrg. Dept., Kuwait Univ., P.O. Box 5969, Kuwait
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.