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On the methodology of selecting design wave height
Goda, Y. (1989). On the methodology of selecting design wave height, in: Edge, B.L. (Ed.) Twenty-first Coastal Engineering Conference. Proceedings of the International Conference, June 20-25, 1988, Costa del Sol-Malaga, Spain. Coastal Engineering Proceedings, 21: pp. 899-913
In: Edge, B.L. (Ed.) (1989). Twenty-first Coastal Engineering Conference. Proceedings of the International Conference, June 20-25, 1988, Costa del Sol-Malaga, Spain. Coastal Engineering Proceedings, 21. American Society of Civil Engineers (ASCE): New York. ISBN 0-87262-687-3. 3009 pp., meer
In: Coastal Engineering Proceedings. American Society of Civil Engineers (ASCE): New York. ISSN 2156-1028, meer
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Documenttype: Congresbijdrage
Trefwoorden
    Distribution functions
    Methodology
    Monte Carlo method
    Simulation
    Wave height
    Marien/Kust
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  • Goda, Y.
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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