Chapter
Dec 31, 2015
On the Methodology of Selecting Design Wave Height
Publication: Coastal Engineering 1988
Abstract
A statistically-rational method of extreme wave data analysis is presented. A combination of the Fisher-Tippett type I and the four Weibull distributions is proposed as the candidates of distribution functions. The least square method is used for data fitting. The best plotting position formula for each function is determined by the Monte Carlo method with 10,000 simulations per sample size.
Confidence intervals of estimated extreme wave heights for given return periods are evaluated by simulations and expressed in the form of empirical formulas, for both the cases when the true distribution is known and unknown. An example of extreme wave data analysis is given.
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Published In
Coastal Engineering 1988
Pages: 899 - 913
Copyright
© 1989 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Yoshimi Goda, M.ASCE
Professor, Yokohama National University, Department of Civil Engineering, 156 Tokiwadai, Hodogaya-ku, Yokohama, Japan 240.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.