On Irregular, Nonlinear Waves in a Spread Sea

Author:

Jonathan P.1,Taylor P. H.1

Affiliation:

1. Shell Research B.V., P.O. Box 60, 2280 AB Rijswijk ZH, The Netherlands

Abstract

Abstract Optimal design and reassessment of offshore structures requires a good understanding of the ocean environment. The motion of the sea surface can be viewed as a three-dimensional, nonlinear stochastic process in time. In order to characterize the wave environment adequately, we need to model its random, nonlinear, and spread nature. In this paper, we address: • the expected shape of a wave near a crest or trough, • the expected shape of the ocean surface at one point, given a crest at a different point, • an efficient method to incorporate nonlinear effects within linear wave simulations, • the magnitude of wave nonlinearity as a function of wave amplitude. Detailed comparison of theory and full-scale offshore measurements at the Shell Expro Tern platform show good agreement.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference15 articles.

1. Battjes J. A. , 1982, “Effects of Short-Crestedness on Wave Loads on Long Structures,” Applied Ocean Research, Vol. 4, pp. 165–172.

2. Borgman, L. E., 1990, “Irregular Ocean Waves: Kinematics and Forces,” The Sea, Vol. 9A, eds., B. Le Me´haute´ and D. M. Hanes, Wiley-Interscience, New York, NY, pp. 121–168.

3. Creamer D. B. , HenyeyF., SchultR., and WrightJ., 1989, “Improved Linear Representation of Ocean Surface Waves,” Journal of Fluid Mechanics, Vol. 205, pp. 135–161.

4. Dean, R. G., and Sharma, J. N., 1981, “Simulation of Wave Systems due to Non-Linear Directional Spectra,” Proceedings, International Symposium on Hydrodynamics in Ocean Engineering, Vol. 2, Norwegian Institute of Technology, Trondheim, Norway, pp. 1211–1222.

5. Donelan M. A. , HamiltonJ., and HuiW. H., 1985, “Directional Spectra of Wind-Generated Waves,” Philosophical Transactions Royal Society London, Vol. A315, pp. 509–562.

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