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.

References

1.
Marino
,
E.
,
Lugni
,
C.
, and
Borri
,
C.
,
2013
, “
A Novel Numerical Strategy for the Simulation of Irregular Nonlinear Waves and Their Effects on the Dynamic Response of Offshore Wind Turbines
,”
Comput. Methods Appl. Mech. Eng.
,
255
, pp.
275
288
.10.1016/j.cma.2012.12.005
2.
Marino
,
E.
,
Borri
,
C.
, and
Peil
,
U.
,
2011
, “
A Fully Nonlinear Wavemodel to Account for Breaking Wave Impact Loads on Offshore Wind Turbines
,”
J. Wind Eng. Ind. Aerodyn.
,
99
(
4
), pp.
483
490
.10.1016/j.jweia.2010.12.015
3.
Agarwal
,
P.
, and
Manuel
,
L.
,
2011
, “
Incorporating Irregular Nonlinear Waves in Coupled Simulation and Reliability Studies of Offshore Wind Turbines
,”
Appl. Ocean Res.
,
33
(
3
), pp.
215
227
.10.1016/j.apor.2011.02.001
4.
Agarwal
,
P.
, and
Manuel
,
L.
,
2009
, “
On the Modeling of Nonlinear Waves for Prediction of Long-Term Offshore Wind Turbine Loads
,”
ASME J. Offshore Mech. Arct. Eng.
,
131
(
4
), p.
041601
.10.1115/1.3160647
5.
Wienke
,
J.
, and
Oumeraci
,
H.
,
2005
, “
Breaking Wave Impact Force on a Vertical and Inclined Slender Pile—Theoretical and Large-Scale Model Investigations
,”
Coastal Eng.
,
52
(
5
), pp.
435
462
.10.1016/j.coastaleng.2004.12.008
6.
Saranyasoontorn
,
K.
, and
Manuel
,
L.
,
2004
, “
Efficient Models for Wind Turbine Extreme Loads Using Inverse Reliability
,”
J. Wind Eng. Ind. Aerodyn.
,
92
(
10
), pp.
789
804
.10.1016/j.jweia.2004.04.002
7.
Agarwal
,
P.
, and
Manuel
,
L.
,
2009
, “
Simulation of Offshore Wind Turbine Response for Long-Term Extreme Load Prediction
,”
Eng. Struct.
,
31
(
10
), pp.
2236
2246
.10.1016/j.engstruct.2009.04.002
8.
Jonkman
,
J.
, and
Buhl
,
M.
,
2005
, “
FAST User’s Guide
,” National Renewable Energy Laboratory, Golden, CO, Technical Report No. NREL/EL-500-38230.
9.
Marino
,
E.
,
2011
, An Integrated Nonlinear Wind-Waves Model for Offshore Wind Turbines, Firenze University Press, Firenze, Italy.
10.
Grilli
,
S.
,
Skourup
,
J.
, and
Svedsen
,
I.
,
1989
, “
An Efficient Boundary Element Method for Nonlinear Water Waves
,”
Eng. Anal. Boundary Elem.
,
6
(
2
), pp.
97
107
.10.1016/0955-7997(89)90005-2
11.
Grilli
,
S.
, and
Svendsen
,
I.
,
1990
, “
Corner Problems and Global Accuracy in the Boundary Element Solution of Nonlinear Wave Flows
,”
Eng. Anal. Boundary Elem.
,
7
(
4
), pp.
178
195
.10.1016/0955-7997(90)90004-S
12.
Marino
,
E.
,
Borri
,
C.
, and
Lugni
,
C.
,
2011
, “
Influence of Wind-Waves Energy Transfer on the Impulsive Hydrodynamic Loads Acting on Offshore Wind Turbines
,”
J. Wind Eng. Ind. Aerodyn.
,
99
(
6–7
), pp.
767
775
.10.1016/j.jweia.2011.03.008
13.
Jonkman
,
J.
,
Butterfield
,
S.
,
Musial
,
W.
, and
Scott
,
G.
,
2009
, “
Definition of a 5MW Reference Wind Turbine for Offshore System Development
,” National Renewable Energy Laboratory, Golden, CO, Technical Report No. NREL/TP-500-38060.
14.
Mittendorf
,
K.
,
2009
, “
Joint Description Methods of Wind and Waves for the Design of Offshore Wind Turbines
,”
Mar. Technol. Soc. J.
,
43
(
3
), pp.
23
33
.10.4031/MTSJ.43.3.2
15.
Jonkman
,
B.
,
2009
, “
TurbSim User’s Guide: Version 1.50
,” National Renewable Energy Laboratory, Golden, CO, Technical Report No. NREL/TP-500-46198.
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