• DocumentCode
    1049304
  • Title

    Estimating coastal design extremes for given risks: A new approach

  • Author

    Riffenburgh, Robert H.

  • Author_Institution
    Naval Facility, Naval Undersea Centre, R. A. F., Wales, UK
  • Volume
    1
  • Issue
    2
  • fYear
    1976
  • fDate
    11/1/1976 12:00:00 AM
  • Firstpage
    57
  • Lastpage
    61
  • Abstract
    For many reasons, e.g., port operations, coastal construction planning, undersea structure survival, and underwater transport, man wishes to know the extreme values that are likely to occur in coastal oceanographic variables. This paper presents a hybrid statistics/ computer simulation method that uses archived oceanographic observations to estimate confidence levels on the most extreme values likely to occur over a given period in the future. The difference from previously developed methods is the ability to estimate the most extreme value over a time period for a given probability (as opposed to estimating the probability of exceeding a given value) and the ability to obtain results from empirical data without a great deal of theoretical oceanography. The method is applied to the California coast for a period of 100 years on the following variables: bottom surge particle velocity by water depth, wave height by water depth, wavelength by water depth, wave period, current velocity, regions of high density, regions of low density, and earthquake magnitude. Values are given for the 99- and 99.9-percent probability levels.
  • Keywords
    Marine ports/harbors; Sea coast; Sea structures; Underwater vehicles; Cities and towns; Computer simulation; Design engineering; Earthquake engineering; Extrapolation; Graphics; Probability distribution; Sea measurements; Statistics; Surges;
  • fLanguage
    English
  • Journal_Title
    Oceanic Engineering, IEEE Journal of
  • Publisher
    ieee
  • ISSN
    0364-9059
  • Type

    jour

  • DOI
    10.1109/JOE.1976.1145302
  • Filename
    1145302