TECHNICAL NOTES
Jan 1, 1985

Distribution of Maximum Wave Height

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111, Issue 1

Abstract

A new expression for the function describing the distribution of the maximum wave height in a sea state is obtained by fitting numerical simulated data, and checked with some physical data measured off the Norwegian and Danish coasts. This distribution is of double exponential type having two parameters which depend on mo. The distribution can be applied to narrow as well as broad band spectra. This new expression is in good agreement with real data, particularly in the upper tail of the distribution. The proposed model allows a modification to the traditional selection of sea state duration using a probability level (risk criterion).

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References

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Borgman, L. E., “Ocean Wave Simulation for Engineering Design,” Journal of Waterways and Harbors Division, ASCE, Vol. 95, No. WW4, 1969.
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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111Issue 1January 1985
Pages: 134 - 139

History

Published online: Jan 1, 1985
Published in print: Jan 1985

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Authors

Affiliations

Miguel A. Coniero
Asst. Prof., Dept. of Oceanographical and Ports Engrg., Univ. of Santander, Spain
Miguel A. Losada
Prof., Dept. of Oceangraphical and Ports Engrg. Univ. of Santander, Spain
Luis A. Giménez‐Curto
Asst. Prof., Dept. of Oceangraphical and Ports Engrg. Univ. of Santander, Spain

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