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Note on the Distribution of Extreme Wave Crests

[+] Author Affiliations
Anastassia Baxevani

University of Nevada, Reno, NV

Oskar Hagberg, Igor Rychlik

Lund University, Lund, Sweden

Paper No. OMAE2005-67571, pp. 295-309; 15 pages
doi:10.1115/OMAE2005-67571
From:
  • ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering
  • 24th International Conference on Offshore Mechanics and Arctic Engineering: Volume 2
  • Halkidiki, Greece, June 12–17, 2005
  • Conference Sponsors: Ocean, Offshore and Arctic Engineering Division
  • ISBN: 0-7918-4196-0 | eISBN: 0-7918-3759-9
  • Copyright © 2005 by ASME

abstract

The sea elevation at a fixed point is modelled by means of a second order model, which is a smooth algebraic function of a vector valued Gaussian process. Asymptotic methods, presented first in [1], are used to estimate the mean upcrossing intensity μ+ (h). The intensity is then used to determine the density of crest height in a second order sea. Numerical examples illustrate the method. The proposed approximation is used to estimate the design crest height for a specified return period.

Copyright © 2005 by ASME

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