SIMULATION OF EXTREME WAVE INTERACTION WITH MONOPILE MOUNTS FOR OFFSHORE WIND TURBINES
No. 33 (2012), Coastal Structures
No. 33 (2012)

SIMULATION OF EXTREME WAVE INTERACTION WITH MONOPILE MOUNTS FOR OFFSHORE WIND TURBINES

Coastal Structures
https://doi.org/10.9753/icce.v33.structures.22
Published 2012-10-15
Feng Gao
Manchester Metropolitan University
Clive Mingham
Manchester Metropolitan University
Derek Causon
Manchester Metropolitan University
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Keywords

extreme wave
monopile
numerical simulation
wave run-up
wave force

How to Cite

Gao, F., Mingham, C., & Causon, D. (2012). SIMULATION OF EXTREME WAVE INTERACTION WITH MONOPILE MOUNTS FOR OFFSHORE WIND TURBINES. Coastal Engineering Proceedings, 1(33), structures.22. https://doi.org/10.9753/icce.v33.structures.22
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Abstract

Extreme wave run-up and impacts on monopile foundations may cause unexpected damage to offshore wind farm facilities and platforms. To assess the forces due to wave run-up, the distribution of run-up around the pile and the maximum wave run-up height need to be known. This paper describes a numerical model AMAZON-3D study of wave run-up and wave forces on offshore wind turbine monopile foundations, including both regular and irregular waves. Numerical results of wave force for regular waves are in good agreement with experimental measurement and theoretical results, while the maximum run-up height are little higher than predicted by linear theory and some empirical formula. Some results for irregular wave simulation are also presented.
https://doi.org/10.9753/icce.v33.structures.22
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References

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