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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Reliability of extreme wave prediction methods Barker, Aaron; Murphy, Jimmy; Pakrashi, Vikram
Abstract
Extreme wave parameters are used for engineering design in our seas and oceans, yet the methods used to determine them are non-standardized and can give highly variable output. With increased commercial activity in the marine sector, the importance of accurate extreme wave parameter determination has become increasingly apparent. This is particularly the case for marine renewable structures where even small over-predictions in design parameters can affect the whole feasibility of the project. This paper addresses the methods of extreme wave prediction currently in use, with a view to selecting the optimal method for the prediction of extreme wave conditions (Hs, Hmax and Tz) in coastal Irish waters. The paper identifies pitfalls and drawbacks of current extreme prediction methods, with particular attention given to the use of limited in time buoy data from coastal locations where development is to take place. In addition a new methodology of determining extreme wave periods, that is the wave periods occurring coincidentally with the most extreme wave heights, is established. This is important as the destructive energy of a wave is dependent on the wave period. By estimating the extreme wave energy and significant wave height, it is possible to formulate a method of reliably approximating the likely coincident wave period.
Item Metadata
Title |
Reliability of extreme wave prediction methods
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
Extreme wave parameters are used for engineering design in our seas and oceans, yet the
methods used to determine them are non-standardized and can give highly variable output. With
increased commercial activity in the marine sector, the importance of accurate extreme wave parameter
determination has become increasingly apparent. This is particularly the case for marine renewable
structures where even small over-predictions in design parameters can affect the whole feasibility of the
project. This paper addresses the methods of extreme wave prediction currently in use, with a view to
selecting the optimal method for the prediction of extreme wave conditions (Hs, Hmax and Tz) in coastal
Irish waters. The paper identifies pitfalls and drawbacks of current extreme prediction methods, with
particular attention given to the use of limited in time buoy data from coastal locations where
development is to take place. In addition a new methodology of determining extreme wave periods, that
is the wave periods occurring coincidentally with the most extreme wave heights, is established. This is
important as the destructive energy of a wave is dependent on the wave period. By estimating the extreme
wave energy and significant wave height, it is possible to formulate a method of reliably approximating
the likely coincident wave period.
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Genre | |
Type | |
Language |
eng
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Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
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Date Available |
2015-05-20
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Provider |
Vancouver : University of British Columbia Library
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Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
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DOI |
10.14288/1.0076090
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URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
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Peer Review Status |
Unreviewed
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Scholarly Level |
Faculty
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Rights URI | |
Aggregated Source Repository |
DSpace
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Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada