TECHNICAL PAPERS
Jul 1, 1990

Resampling Approach to Extreme Wave‐Height Analysis

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 116, Issue 4

Abstract

A bootstrap resampling approach is developed for extremal analysis of measured and hindcast ocean‐wave data for use in design, construction, operations, and maintenance of coastal structures. The resampling method produces estimates for the extrapolation bias associated with competing extreme‐probability models. A goodness‐of‐fit statistic for the extremal type 1 model is also developed. The bias estimates and goodness‐of‐fit statistic are used in selecting an appropriate probability model for a given record of extreme significant wave heights. The method is shown to provide information about model selection that is not available from present extremal analysis methodology, and may help prevent significant un‐derprediction of extremes that can occur with conventional approaches. Examples using both hindcast and measured wave data are presented to demonstrate application of the methods developed in this paper.

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References

1.
Andrew, M., Smith, O. P., and Mckee, J. M. (1985). “Extremal analysis of hindcast wind and wave data at Kodiak Alaska,” Tech. Report CERC‐85‐4, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss.
2.
Borgman, L. E., and Resio, D. T. (1982). “Extremal statistics in wave climatology.” Topics in Ocean Physics, Societe Italiana di Fisica, Bologna, Italy.
3.
Cohen, C. A. (1973). “The reflected Weibull distribution.” Technometrics, 15(4), 867–873.
4.
Efron, B. (1982). The jacknife the bootstrap and other resampling plans. Society for Industrial and Applied Mathematics, Philadelphia, Pa.
5.
Fisher, R. A., and Tippett, M. S. (1927). “Limiting forms of the frequency distribution of the largest or smallest member of a sample.” Proc., Cambridge Philosophical Society, Vol. 24, 180–190.
6.
Goda, Y. (1988). “On the methodology of selecting design wave height.” Proc., 21st Coastal Engrg. Conf, Vol. 1, 899–913.
7.
Gumbel, E. J. (1958). Statistics of extremes, Columbia University Press, New York, N.Y.
8.
Hemsley, J. M. (1984). “US Army Corps of Engineers Field Wave Gaging Program.” Proc., 19th Coastal Engrg. Conf., Vol. 1, 304–315.
9.
Issacson, M., and MacKenzie, N. G. (1981). “Long term distributions of ocean waves: A review.” J. Waterway, Port, Coastal, and Ocean Engrg., ASCE, 107(2), 93–109.
10.
Petrauskas, C., and Aagaard, P. M. (1971). “Extrapolation of historical storm data for estimating design wave heights.” Society Petroleum Engrg., Transactions, Vol. 25, 23–37.

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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 116Issue 4July 1990
Pages: 444 - 458

History

Published online: Jul 1, 1990
Published in print: Jul 1990

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Authors

Affiliations

Michael E. Andrew
Asst. Prof., Univ. of Mississippi Medical Ctr., 3935 Berkley Dr., Jackson, MS 39211
J. Michael Hemsley, Member, ASCE
Program Mgr., Coastal Engrg. Ctr., Dept. of Army Corps of Engrgs., Waterways Experiment Station, P.O. Box 631, Vicksburg, MS 39180‐0631

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