Statistical Properties of Successive Wave Periods-Reference-Cited by-同舟云学术

Statistical Properties of Successive Wave Periods

Published:1999-08-01 Issue:3 Volume:121 Page:166-171
ISSN:0892-7219
Container-title:Journal of Offshore Mechanics and Arctic Engineering
language:en
Short-container-title:

Author:

Myrhaug D.¹,Slaattelid O. H.²

Affiliation:

1. Department of Marine Hydrodynamics, Norwegian University of Science and Technology, N-7491 Trondheim, Norway

2. Norwegian Marine Technology Research Institute, Trondheim, Norway

Abstract

A parametric model of the joint distribution of successive wave periods obtained as best fit to observed wave data is presented. The wave data were obtained from measurements at the Frigg field, central North Sea in 100 m water depth including more than 3 million individual waves. It appears that the parametric model gives a good representation of the main statistical properties of the measured data.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Link

http://asmedigitalcollection.asme.org/offshoremechanics/article-pdf/121/3/166/5681858/166_1.pdf

Reference19 articles.

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2. Bretschneider, C. L., 1959, “Wave Variability and Spectra for Wind-Generated Waves,” U.S. Army Corps of Engineers, B.E.B. Tech. Mem. 118.

3. Cavanie´, A., Arhan, M., and Ezraty, R., 1976, “A Statistical Relationship Between Individual Heights and Periods of Storm Waves,” Proceedings Conference on Behaviour of Offshore Structures, Trondheim, Norway, Vol. II, pp. 354–360.

4. Doucet, Y., Labeyrie, J., and Thebault, J., 1987, “Validation of Stochastic Environmental Design Criteria in the Frigg Field,” Advances in Underwater Technology, Ocean Science and Offshore Engineering, Vol. 12: Modelling the Offshore Environment, Graham and Trotman Ltd., London, UK, pp. 45–59.

5. Goda, Y., 1978, “The Observed Joint Distribution of Periods and Heights of Sea Waves,” Proceedings 16th International Conference on Coastal Engineering, Hamburg, Germany, pp. 227–246.

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