This paper describes a methodology for estimating the design wave parameters for offshore structures. For the estimation of the design wave height the concept of an equivalent triangular storm is discussed. It is shown how it overcomes the limitations of previous methodologies. For the estimation of the wave period a quasi-deterministic theory is applied. A description is given of the simple method proposed, which requires only the estimation of the significant wave height of the sea state in which the highest wave in the return period of the design wave will occur with the highest probability. Final discussions address examples of the estimation of design wave data to determine the size of offshore structures to be built along the coasts of Italy, the Pacific and Atlantic Oceans and Gulf of Alaska, using wave data gathered from instruments managed by the Environment and Territory Agency and the National Data Buoy Centre.
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September 2011
Research Article|
September 01 2011
Estimating design wave for offshore structures in Italian waters Available to Purchase
Giuseppe Barbaro
Giuseppe Barbaro
Department of Mechanics and Materials, ‘Mediterranea’ University of Reggio Calabria
Reggio Calabria, Italy
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Publisher: Emerald Publishing
Received:
October 14 2008
Accepted:
July 04 2011
Online ISSN: 1751-7737
Print ISSN: 1741-7597
ICE Publishing: All rights reserved
2011
Maritime Engineering (2011) 164 (3): 115–125.
Article history
Received:
October 14 2008
Accepted:
July 04 2011
Citation
Barbaro G (2011), "Estimating design wave for offshore structures in Italian waters". Maritime Engineering, Vol. 164 No. 3 pp. 115–125, doi: https://doi.org/10.1680/maen.2011.164.3.115
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