TECHNICAL PAPERS
Jan 1, 1991

Extremal Wave Statistics Using Three Hindcasts

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117, Issue 1

Abstract

Three hindeast wave‐data sets for deep water off the central California coast region are compared using design wave‐height estimates. The three independent hindeast techniques compared are from the Army Corps of Engineer's Wave Information Studies (WIS), the Navy's spectral ocean wave model (SOWM), and the Pacific Weather Analysis (PWA) model. Sampling, plotting, and distribution fitting of the three data sets are treated such that all three wave‐height estimates may be compared equally. The three hindeast data sets are compared and evaluated using the 50‐ and 100‐year significant wave‐height estimates and the distribution and sampling parameters. The comparison reveals that SOWM appears to overestimate the extremal wave statistics. For the region under study, the WIS and PWA models predict similar 50‐ and 100‐year return‐period design wave heights.

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References

1.
Goda, Y. (1988). “On the methodology of selecting design wave height.” Proc. 21st Coastal Engrg. Conf., ASCE, 899–913.
2.
Gringorten, I. I. (1963). “A plotting rule for extreme probability paper.” J. Geophys. Res., 68(3), 813–814.
3.
Isaacson, M., and MacKenzie, N. (1981). “Long term distributions of ocean waves: A review.” J. Wtrwy., Port, Coast., and Oc. Div., ASCE, 107(2), 93–109.
4.
Lazanoff, S. M., and Stevenson, N. M. (1975). “An evaluation of a hemispheric operational wave spectral model.” Tech. Note 75‐3, U.S. Navy Fleet Numerical Weather Center, Monterey, Calif.
5.
Muir, L. R., and El‐Shaarawi, A. H. (1986). “On the calculation of extreme wave heights: A review.” Oc. Engrg., 13(1), 93–118.
6.
Nolte, K. G. (1973). “Statistical methods for determining extreme sea states.” Proc. 2nd Int. Conf. on Port and Oc. Engrg. Under Arctic Conditions, Univ. of Iceland, 705–729.
7.
Petrauskas, C., and Aagaard, P. (1971). “Extrapolation of historical storm data for estimating design‐wave heights.” Society of Petroleum Engrs. of AIME Papers, 11(1), 23–37.
8.
Pierson, W. (1982). “The spectral ocean wave model (SOWM), a Northern Hemisphere computer model for specifying and forecasting ocean wave spectra.” Paper No. 82/011, David W. Taylor Naval Ship Res. and Dev. Ctr., Bethesda, Md.
9.
Resio, D. T. (1981). “The estimation of wind‐wave generation in a discrete spectral model.” J. Physical Oceanography, 11(4), 510–525.
10.
Walker, J. R., Nathan, R. A., Seymour, R. J., and Strange, R. R. (1984). “Coastal design criteria in southern California.” Proc. 19th Coast. Engrg. Int. Conf., ASCE, 2827–2841.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117Issue 1January 1991
Pages: 60 - 74

History

Published online: Jan 1, 1991
Published in print: Jan 1991

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Authors

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Robert M. Wyland
General Engr., Dept. of Oceanography, Naval Postgrad. School, Monterey, CA 93943
Edward B. Thornton, Member, ASCE
Prof., Dept. of Oceanography, Naval Postgrad. School, Monterey, CA

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