TECHNICAL NOTES
Aug 16, 2004

On the Use of Directional Wave Criteria

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130, Issue 5

Abstract

Directional wave statistics can be used to optimize the design of offshore structures which are not symmetrical. Unfortunately there does not appear to be any consensus on how directional design criteria should be developed or used. Using simple examples, we show that commonly used methods are unconservative. In order to preserve the reliability given by designing to omnidirectional criteria, the product of the probabilities of nonexceedance from all of the direction bands must equal the omnidirectional probability. We suggest a simple method for assuring consistency between omnidirectional and directional criteria.

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References

Allender, J., Audunson, T., Bjerken, S., Krogstad, H., Steinbakke, P., Vartdal, L., Borgman, L., and Graham, C.(1989). “The WADIC project: A comprehensive field evaluation of directional wave instrumentation.” Ocean Eng., 16, 505–536.
Komen, G. J., Cavaleri, L., Donelan, M., Hasselmann, K., Hasselmann, S., and Janssen, P. A. E. M. (1994). Dynamics and modeling of ocean waves, Cambridge University Press, Cambridge, U.K.
Tucker, M. J., and Pitt, E. G. (2001). Waves in ocean engineering, Elsevier, Amsterdam, The Netherlands.
van de Graaf, J. W., Tromans, P. S., and Efthymiou, M. (1994). “The reliability of offshore structures and its dependence on design code and environment.” Proc., Offshore Technology Conf., OTC 7382, 105–118.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130Issue 5September 2004
Pages: 272 - 275

History

Received: Jul 15, 2003
Accepted: Feb 23, 2004
Published online: Aug 16, 2004
Published in print: Sep 2004

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Authors

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George Z. Forristall
Forristall Ocean Engineering, Camden, ME 04843; formerly, Shell International Exploration and Production, Postbus 62, 2280 AB Rijswijk, The Netherlands.

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