The accuracy of predicted loads on offshore wind turbines depends on the mathematical models employed to describe the combined action of the wind and waves. Using a global simulation framework that employs a domain-decomposition strategy for computational efficiency, this study investigates the effects of nonlinear waves on computed loads on the support structure (monopile) and the rotor–nacelle assembly of a bottom-supported offshore wind turbine. The fully nonlinear (FNL) numerical wave solver is invoked only on subdomains where nonlinearities are detected; thus, only locally in space and time, a linear solution (and associated Morison hydrodynamics) is replaced by the FNL one. An efficient carefully tuned linear–nonlinear transition scheme makes it possible to run long simulations such that effects from weakly nonlinear up to FNL events, such as imminent breaking waves, can be accounted for. The unsteady nonlinear free-surface problem governing the propagation of gravity waves is formulated using potential theory and a higher-order boundary element method (HOBEM) is used to discretize Laplace’s equation. The FNL solver is employed and associated hydrodynamic loads are simulated in conjunction with aerodynamic loads on the rotor of a 5-MW wind turbine using the NREL open-source software, fast. We assess load statistics associated with a single severe sea state. Such load statistics are needed in evaluating relevant load cases specified in offshore wind turbine design guidelines; in this context, the influence of nonlinear wave modeling and its selection over alternative linear or linearized wave modeling is compared. Ultimately, a study such as this one will seek to evaluate long-term loads using the FNL solver in computations directed toward reliability-based design of offshore wind turbines where a range of sea states will need to be evaluated.
Skip Nav Destination
Article navigation
April 2015
Research-Article
Irregular Nonlinear Wave Simulation and Associated Loads on Offshore Wind Turbines
E. Marino,
E. Marino
1
CRIACIV,
Department of Civil and
Environmental Engineering,
Department of Civil and
Environmental Engineering,
University of Florence
,Firenze 50139
, Italy
1Corresponding author.
Search for other works by this author on:
H. Nguyen,
H. Nguyen
Department of Civil, Architectural,
and Environmental Engineering,
e-mail: nhh@utexas.edu
and Environmental Engineering,
University of Texas
,Austin, TX 78712
e-mail: nhh@utexas.edu
Search for other works by this author on:
C. Lugni,
C. Lugni
CNR-INSEAN,
Maritime Research Institute
,Roma 00128
, Italy
Search for other works by this author on:
L. Manuel,
L. Manuel
Department of Civil, Architectural, and
Environmental Engineering,
e-mail: lmanuel@mail.utexas.edu
Environmental Engineering,
University of Texas
,Austin, TX 78712
e-mail: lmanuel@mail.utexas.edu
Search for other works by this author on:
C. Borri
C. Borri
CRIACIV,
Department of Civil and
Environmental Engineering,
e-mail: dir-dicea@dicea.unifi.it
Department of Civil and
Environmental Engineering,
University of Florence
,Firenze 50139
, Italy
e-mail: dir-dicea@dicea.unifi.it
Search for other works by this author on:
E. Marino
CRIACIV,
Department of Civil and
Environmental Engineering,
Department of Civil and
Environmental Engineering,
University of Florence
,Firenze 50139
, Italy
H. Nguyen
Department of Civil, Architectural,
and Environmental Engineering,
e-mail: nhh@utexas.edu
and Environmental Engineering,
University of Texas
,Austin, TX 78712
e-mail: nhh@utexas.edu
C. Lugni
CNR-INSEAN,
Maritime Research Institute
,Roma 00128
, Italy
L. Manuel
Department of Civil, Architectural, and
Environmental Engineering,
e-mail: lmanuel@mail.utexas.edu
Environmental Engineering,
University of Texas
,Austin, TX 78712
e-mail: lmanuel@mail.utexas.edu
C. Borri
CRIACIV,
Department of Civil and
Environmental Engineering,
e-mail: dir-dicea@dicea.unifi.it
Department of Civil and
Environmental Engineering,
University of Florence
,Firenze 50139
, Italy
e-mail: dir-dicea@dicea.unifi.it
1Corresponding author.
Contributed by the Ocean, Offshore, and Arctic Engineering Division of ASME for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received October 8, 2013; final manuscript received November 15, 2014; published online December 18, 2014. Assoc. Editor: António Falcão.
J. Offshore Mech. Arct. Eng. Apr 2015, 137(2): 021901 (9 pages)
Published Online: April 1, 2015
Article history
Received:
October 8, 2013
Revision Received:
November 15, 2014
Online:
December 18, 2014
Citation
Marino, E., Nguyen, H., Lugni, C., Manuel, L., and Borri, C. (April 1, 2015). "Irregular Nonlinear Wave Simulation and Associated Loads on Offshore Wind Turbines." ASME. J. Offshore Mech. Arct. Eng. April 2015; 137(2): 021901. https://doi.org/10.1115/1.4029212
Download citation file:
Get Email Alerts
Slamming characteristics of a rigid wedge during symmetric and asymmetric water entry
J. Offshore Mech. Arct. Eng
Layout Optimization of Wave Energy Park Based on Multi-Objective Optimization Algorithm
J. Offshore Mech. Arct. Eng
Wear of Wave Energy Converters Mooring Lines Belts
J. Offshore Mech. Arct. Eng (April 2025)
Related Articles
Empirical Wind Turbine Load Distributions Using Field Data
J. Offshore Mech. Arct. Eng (February,2008)
Model Test of a 1:8-Scale Floating Wind Turbine Offshore in the Gulf of Maine
J. Offshore Mech. Arct. Eng (August,2015)
An Improved Decoupled Finite Element Analysis Method of Ultra-Large Offshore Wind Turbine Subjected to Combined Wind–Wave Actions
J. Offshore Mech. Arct. Eng (October,2024)
The Influence of the Joint Wind-Wave Environment on Offshore Wind Turbine Support Structure Loads
J. Sol. Energy Eng (August,2008)
Related Proceedings Papers
Related Chapters
Power Quality Improvement in Windmill System Using STATCOM
International Conference on Computer Technology and Development, 3rd (ICCTD 2011)
Cooling a Radar’s Electronic Board
Electromagnetic Waves and Heat Transfer: Sensitivites to Governing Variables in Everyday Life
Estimating Stress Intensity Factor for Semi Elliptical Circumferential Cracks in Offshore Wind Turbine Monopiles Using Weight Functions
Ageing and Life Extension of Offshore Facilities