Chapter
Apr 26, 2012
Nonlinearity in Successive Wave Crest Height Statistics
Authors: Hanne T. Wist [email protected], Dag Myrhaug [email protected], and Håvard Rue [email protected]Author Affiliations
Publication: Ocean Wave Measurement and Analysis (2001)
Abstract
This paper addresses nonlinear effects in successive wave crest height statistics. Two methods are used to derive joint distribution functions of successive wave crest heights. The first model contains second-order Stokes type nonlinearity, while the second is a parametric model based on second-order simulations. Comparisons are made between the two models. Analysis results of data from field measurements in the central North Sea are also included in order to evaluate the models. The nonlinear effects observed in the data are well predicted by the models.
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© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Ph. D. Candidate, Dept. of Marine Hydrodynamics, Norwegian University of Science and Technology (NTNU), N-7491 Trondheim, Norway.E-mail: [email protected]
Professor, Dept. of Marine Hydrodynamics, NTNU.E-mail: [email protected]
Professor, Dept. of Mathematical Sciences, NTNU.E-mail: [email protected]
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