Non-gaussian extreme waves in the central north sea

Journal of Offshore Mechanics and Arctic Engineering

Volumn 119, Issue 3, 1997, Pages 146-150

  Andreasen, K K ^c  

^a DHI   (Denmark)

^b LICengineering AS   (Denmark)

^c MAERSK OIL   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

DATA REDUCTION; SEAWATER; SENSITIVITY ANALYSIS; STATISTICAL METHODS; WEIBULL DISTRIBUTION;

FREAK WAVES; NON GAUSSIAN EXTREME WAVES; RAYLEIGH DISTRIBUTION; WAVE TRAINS;

WATER WAVES;

EXTREME WAVES; WAVE HEIGHT; WAVE TRAINS;

NORTH SEA;

EID: 0031200909     PISSN: 08927219     EISSN: 1528896X     Source Type: Journal    
DOI: 10.1115/1.2829061     Document Type: Article

References (7)

1. Danish Hydraulic Institute and LICengineering AS, 1991, “Design Freak Waves,” Report for Masrsk Olie og Gas AS and The Danish Statoil Group (proprietary report).
2. Fenton, J. D., 1990, “Non-linear Wave Theories,” The Sea, Vol. 9 Part A, Ocean Engineering Science, Le Mehaute and Hanes, eds., John Wiley, New York, NY, Chap. 1, pp. 3-25.
3. Kjeldsen, S. P., 1984, “Dangerous Wave Groups,” Norwegian Maritime Research, Vol. 12, No. 2, pp. 4-16.
4. Klinting, P., and Sand, S. E., 1987, “Analysis of Prototype Freak Waves,” Proceedings ASCE Special Conference on Nearshore Hydrodynamics, University of Delaware, Newark, DE.
5. LICengineering AS and Danish Hydraulic Institute, 1989, “Wave Kinematics. Extreme Waves,” Report for The Danish Statoil Group and Miersk Olie og Gas AS (proprietary report).
6. Sand, S. E., Ottesen Hansen, N.-E., Klinting, P., Gudmestad, O. T., and Sterndorff, M. J., 1989, “Freak Wave Kinematics,” Proceedings, NATO ARW Workshop on Water Wave Kinematics, Molde, Norway, pp. 535-549.
7. Skourup, J., 1994, “Evolution and Kinematics of a Modulated Wave Train by Use of the Boundary Element Method,” Proceedings, IAHR International Symposium: Waves-Physical and Numerical Modelling, University of British Columbia, Vancouver, Canada, pp. 871-880.