Javascript is required
[1] Hu, C. & Kashiwagi, M., A CIP-based method for numerical simulations of violent free-surface fl ows. Journal of Marine Science and Technology, 9, pp. 143–157, 2004. doi: [Crossref]
[2] Christiansen, E.D., Bredmose, H. & Hansen, E.A., Extreme wave forces and wave runup on offshore wind turbine foundations. Copenhagen Offshore Wind, Copenhagen, 2005.
[3] Marino, E., Borri, C. & Peil, U., Offshore wind turbine: a wind-fully nonlinear waves integrated model. The 5th International Symposium on Computational Wind Eng (CWE2010), 2010.
[4] Bredmose, H. & Jacobsen, N.G., Breaking wave impacts on offshore wind turbine foundation: focused wave groups and CFD. Proceedings of the ASME 2010 29th International Conference on Ocean, Offshore and Arctic Eng (OMAE), Shanghai, China, 2010.
[5] Mokrani, C., Abadie, S., Grilli, S. & Zibouche, K., Numerical simulation of the impact of a plunging breaker on a vertical structure and subsequent over topping event using Navier–Stoke’s VOF model. Proceedings of the 20th International Offshore and Polar Engineering Conference, Beijing, China, pp. 729–736, 2010.
[6] Cummins, S.J., Silvester, T.B. & Cleary, P.W., Three-dimensional wave impact on a rigid structure using smoothed particle hydrodynamics. International Journal of Numerical Methods in Fluids, 68, pp. 1471–1496, 2011. doi: d.2539 [Crossref]
[7] Rogers, N., Structural dynamics of offshore wind turbines subject to extreme wave loading. Proceedings of the 20th BWEA Annual Conference, 1998.
[8] Ridder, E.J., Aalberts, P., Berg, J., Buchner, B. & Peeringa, J., The dynamic response of an offshore wind turbine with realistic fl exibility to breaking wave impact. Proceedings of the ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering, Rotterdam, The Netherlands, 2011.
[9] Irschik, K., Sparboom, U. & Oumeraci, H., Breaking wave characteristics for the loading of a slender pile. Proceedings of the 28th International Conference on Coastal Engineering, pp. 1341–1352, 2002.
[10] Smagorinsky J., General circulation experiments with the primitive equation. Monthly Weather Review, 91(3), pp. 99–164, 1963. doi: <0099:GCEWTP>2.3.CO;2 [Crossref]
[11] Hirt, C.W. & Nichols, B.D., Volume of fl uid method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), pp. 201–225, 1981. doi: [Crossref]
[12] Kawasaki, K. & Iwata, K., Numerical analysis of wave breaking due to submerged breakwater in three-dimensional wave fi elds. Proceedings of the Conference of the American Society of Civil Engineers, Copenhagen, Denmark, pp. 853–866, 1998.
[13] Lee, K.H. & Mizutani, N., A numerical wave tank using direct-forcing immersed boundary method and its application to wave force on a horizontal cylinder. Coastal Engineering Journal, 51, pp. 27–48, 2009. doi: [Crossref]
[14] Hinatsu, M., Numerical simulation of unsteady viscous nonlinear waves using moving grid systems fi tted on a free surface. Journal of the Kansai Society of Naval Architects, 217, pp. 1–11, 1992.
[15] Amsden, A.A. & Harlow, F.H., A simplifi ed MAC technique for incompressible fluid flow calculation. Journal of Computational Physics, 6, pp. 322–325, 1970. doi: [Crossref]
[16] Allied Engineering, User’s Manual for Advanced Parallel AMG Version 1.3, Allied Engineering: Tokyo, 2011.
[17] Choi, S.J. & Gudmestad, O.T., Breaking wave forces on a vertical pile. WIT Transactions on the Built Environment, 129, pp. 3–12, 2013. doi: [Crossref]
[18] Larsen, T.J. & Hansen, A.M., How 2 HAWC2 The User’s Manual, Risø-R-1597(ver. 4-1), Risø National Laboratory: TU Denmark, Roskilde, Denmark, 2011.
[19] Shabana, A.A., Dynamics of Multibody System, 3rd edn., Cambridge University Press: University of Illinois at Chicago: New York, 1998.
[20] Mann, J., Models in Micrometeorology, Risø-R-727, Risø National Laboratory: Roskilde, Denmark, 1994.
[21] Devriendt, C., Jordaens, P.J., Sitter, G.D. & Guillaume, P., Damping Estimation of an Offshore Wind Turbine on a Monopile Foundation. European Wind Energy Association 2012: Copenhagen, Denmark, 2012.
[22] Tarp-Johansen, N.J., Comparing sources of damping of cross-wind motion. European Offshore Wind Conference, EOW 2009, 14–16 September, Stockholm, Sweden, 2009.
[23] Goda, Y., Haranaka, S. & Kitahata, M., Study of impulsive breaking wave forces on piles. Report of Port and Harbour Research Institute, Ministry of transport, Japan, 5(6), pp. 1–30, 1966.
Search

Acadlore takes over the publication of IJCMEM from 2025 Vol. 13, No. 3. The preceding volumes were published under a CC BY 4.0 license by the previous owner, and displayed here as agreed between Acadlore and the previous owner. ✯ : This issue/volume is not published by Acadlore.

Open Access
Research article

Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load

s.j. choi,
a. sarkar
Department of Mechanical and Structural Engineering and Material Science, University of Stavanger, Norway
International Journal of Computational Methods and Experimental Measurements
|
Volume 2, Issue 3, 2014
|
Pages 280-297
Received: N/A,
Revised: N/A,
Accepted: N/A,
Available online: N/A
View Full Article|Download PDF

Abstract:

In this paper, the response characteristics of an offshore wind turbine (OWT) structure under breaking wave forces and wind forces are studied. A 3D numerical model, based on solving the viscous and incompressible Navier–Stokes equations and the volume of fluid method, is employed to estimate the breaking wave forces on an OWT structure (6.0-m diameter monopile). The calculated wave forces are then applied with the wind forces on the OWT structure modeled in the computer program HAWC2 to understand the nature of its response. The effects from the aerodynamic damping and the foundation flexibility on the structure’s response are also discussed.

Keywords: Breaking waves, Offshore wind turbine, 3D numerical model
Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

References
[1] Hu, C. & Kashiwagi, M., A CIP-based method for numerical simulations of violent free-surface fl ows. Journal of Marine Science and Technology, 9, pp. 143–157, 2004. doi: [Crossref]
[2] Christiansen, E.D., Bredmose, H. & Hansen, E.A., Extreme wave forces and wave runup on offshore wind turbine foundations. Copenhagen Offshore Wind, Copenhagen, 2005.
[3] Marino, E., Borri, C. & Peil, U., Offshore wind turbine: a wind-fully nonlinear waves integrated model. The 5th International Symposium on Computational Wind Eng (CWE2010), 2010.
[4] Bredmose, H. & Jacobsen, N.G., Breaking wave impacts on offshore wind turbine foundation: focused wave groups and CFD. Proceedings of the ASME 2010 29th International Conference on Ocean, Offshore and Arctic Eng (OMAE), Shanghai, China, 2010.
[5] Mokrani, C., Abadie, S., Grilli, S. & Zibouche, K., Numerical simulation of the impact of a plunging breaker on a vertical structure and subsequent over topping event using Navier–Stoke’s VOF model. Proceedings of the 20th International Offshore and Polar Engineering Conference, Beijing, China, pp. 729–736, 2010.
[6] Cummins, S.J., Silvester, T.B. & Cleary, P.W., Three-dimensional wave impact on a rigid structure using smoothed particle hydrodynamics. International Journal of Numerical Methods in Fluids, 68, pp. 1471–1496, 2011. doi: d.2539 [Crossref]
[7] Rogers, N., Structural dynamics of offshore wind turbines subject to extreme wave loading. Proceedings of the 20th BWEA Annual Conference, 1998.
[8] Ridder, E.J., Aalberts, P., Berg, J., Buchner, B. & Peeringa, J., The dynamic response of an offshore wind turbine with realistic fl exibility to breaking wave impact. Proceedings of the ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering, Rotterdam, The Netherlands, 2011.
[9] Irschik, K., Sparboom, U. & Oumeraci, H., Breaking wave characteristics for the loading of a slender pile. Proceedings of the 28th International Conference on Coastal Engineering, pp. 1341–1352, 2002.
[10] Smagorinsky J., General circulation experiments with the primitive equation. Monthly Weather Review, 91(3), pp. 99–164, 1963. doi: <0099:GCEWTP>2.3.CO;2 [Crossref]
[11] Hirt, C.W. & Nichols, B.D., Volume of fl uid method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), pp. 201–225, 1981. doi: [Crossref]
[12] Kawasaki, K. & Iwata, K., Numerical analysis of wave breaking due to submerged breakwater in three-dimensional wave fi elds. Proceedings of the Conference of the American Society of Civil Engineers, Copenhagen, Denmark, pp. 853–866, 1998.
[13] Lee, K.H. & Mizutani, N., A numerical wave tank using direct-forcing immersed boundary method and its application to wave force on a horizontal cylinder. Coastal Engineering Journal, 51, pp. 27–48, 2009. doi: [Crossref]
[14] Hinatsu, M., Numerical simulation of unsteady viscous nonlinear waves using moving grid systems fi tted on a free surface. Journal of the Kansai Society of Naval Architects, 217, pp. 1–11, 1992.
[15] Amsden, A.A. & Harlow, F.H., A simplifi ed MAC technique for incompressible fluid flow calculation. Journal of Computational Physics, 6, pp. 322–325, 1970. doi: [Crossref]
[16] Allied Engineering, User’s Manual for Advanced Parallel AMG Version 1.3, Allied Engineering: Tokyo, 2011.
[17] Choi, S.J. & Gudmestad, O.T., Breaking wave forces on a vertical pile. WIT Transactions on the Built Environment, 129, pp. 3–12, 2013. doi: [Crossref]
[18] Larsen, T.J. & Hansen, A.M., How 2 HAWC2 The User’s Manual, Risø-R-1597(ver. 4-1), Risø National Laboratory: TU Denmark, Roskilde, Denmark, 2011.
[19] Shabana, A.A., Dynamics of Multibody System, 3rd edn., Cambridge University Press: University of Illinois at Chicago: New York, 1998.
[20] Mann, J., Models in Micrometeorology, Risø-R-727, Risø National Laboratory: Roskilde, Denmark, 1994.
[21] Devriendt, C., Jordaens, P.J., Sitter, G.D. & Guillaume, P., Damping Estimation of an Offshore Wind Turbine on a Monopile Foundation. European Wind Energy Association 2012: Copenhagen, Denmark, 2012.
[22] Tarp-Johansen, N.J., Comparing sources of damping of cross-wind motion. European Offshore Wind Conference, EOW 2009, 14–16 September, Stockholm, Sweden, 2009.
[23] Goda, Y., Haranaka, S. & Kitahata, M., Study of impulsive breaking wave forces on piles. Report of Port and Harbour Research Institute, Ministry of transport, Japan, 5(6), pp. 1–30, 1966.
Cite this:
APA Style
IEEE Style
BibTex Style
MLA Style
Chicago Style
GB-T-7714-2015
Choi, S. & Sarkar, A. (2014). Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load. Int. J. Comput. Methods Exp. Meas., 2(3), 280-297. https://doi.org/10.2495/CMEM-V2-N3-280-297
S. Choi and A. Sarkar, "Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load," Int. J. Comput. Methods Exp. Meas., vol. 2, no. 3, pp. 280-297, 2014. https://doi.org/10.2495/CMEM-V2-N3-280-297
@research-article{Choi2014DynamicCO,
title={Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load},
author={S.J. Choi and A. Sarkar},
journal={International Journal of Computational Methods and Experimental Measurements},
year={2014},
page={280-297},
doi={https://doi.org/10.2495/CMEM-V2-N3-280-297}
}
S.J. Choi, et al. "Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load." International Journal of Computational Methods and Experimental Measurements, v 2, pp 280-297. doi: https://doi.org/10.2495/CMEM-V2-N3-280-297
S.J. Choi and A. Sarkar. "Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load." International Journal of Computational Methods and Experimental Measurements, 2, (2014): 280-297. doi: https://doi.org/10.2495/CMEM-V2-N3-280-297
CHOI S J， SARKAR A. Dynamic Characteristics of an Offshore Wind Turbine with Breaking Wave and Wind Load[J]. International Journal of Computational Methods and Experimental Measurements， 2014， 2(3)： 280-297. https://doi.org/10.2495/CMEM-V2-N3-280-297