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    Long‐Term Statistics of Maximum Sea States During Hurricanes

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author:
    Maria Conception I. Donoso
    ,
    Bernard Le Mehaute
    ,
    Robert B. Long
    DOI: 10.1061/(ASCE)0733-950X(1987)113:6(636)
    Publisher: American Society of Civil Engineers
    Abstract: A method is developed to estimate the statistics of the maximum sea states at a given location under hurricane conditions. The method is based on the statistics of hurricane parameters on record in the area near the location of interest. The cumulative probability distributions for hurricane parameters (central pressure deficit, radius of maximum winds, forward velocity, and track location with respect to the selected site) are combined through a Monte Carlo simulation to generate a large number of synthetic hurricanes. Then, using a parameterized wind‐wave model, the maximum sea states are calculated at the selected location for each simulated event. The obtained values are grouped and ranked, and the cumulative probability distribution of sea state is defined. This is then related to the probability of hurricane occurrences to define the probability that the sea state will not exceed a given value within a given time interval or, equivalently, to estimate the average return interval for a given extreme condition.
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      Long‐Term Statistics of Maximum Sea States During Hurricanes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40629
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMaria Conception I. Donoso
    contributor authorBernard Le Mehaute
    contributor authorRobert B. Long
    date accessioned2017-05-08T21:09:08Z
    date available2017-05-08T21:09:08Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A6%28636%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40629
    description abstractA method is developed to estimate the statistics of the maximum sea states at a given location under hurricane conditions. The method is based on the statistics of hurricane parameters on record in the area near the location of interest. The cumulative probability distributions for hurricane parameters (central pressure deficit, radius of maximum winds, forward velocity, and track location with respect to the selected site) are combined through a Monte Carlo simulation to generate a large number of synthetic hurricanes. Then, using a parameterized wind‐wave model, the maximum sea states are calculated at the selected location for each simulated event. The obtained values are grouped and ranked, and the cumulative probability distribution of sea state is defined. This is then related to the probability of hurricane occurrences to define the probability that the sea state will not exceed a given value within a given time interval or, equivalently, to estimate the average return interval for a given extreme condition.
    publisherAmerican Society of Civil Engineers
    titleLong‐Term Statistics of Maximum Sea States During Hurricanes
    typeJournal Paper
    journal volume113
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:6(636)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    contenttypeFulltext
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