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
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