To determine the optimal park configuration of a large offshore turbine in a hurricane, a study is conducted on effects of blade pitch and rotor yaw, and wind–wave misalignment, in a 100-year return hurricane on a 13.2-MW large offshore wind turbine (OWT) in western Gulf of Mexico (GOM) shallow water. The OWT structure considered includes a rotor with three 100-m long blades and a monotower support structure. Maximum loads on the wind turbine are determined with blade pitch and rotor yaw, with and without wind–wave misalignment in the 100-year return hurricane. The results show that effects of blade pitch and rotor yaw on turbine structural dynamics are significant, whereas the effect of wind–wave misalignment is small in the context of structural design in strength. The study provides deep insight to wind turbine dynamics and its structural design in the extreme hurricane.

References

1.
Griffith
,
D. T.
, and
Ashwill
,
T. D.
,
2011
, “
The Sandia 100-Meter All-Glass Baseline Wind Turbine Blade: SNL100-00
,” Sandia National Laboratories, Albuquerque, NM,
Technical Report No. SAND2011-3779
.
2.
De Vries
,
W.
,
2011
, “
Support Structure Concepts for Deep Water Sites
,”
Delft University of Technology, Delft
,
The Netherlands
.
3.
Corbetta
,
G.
,
Mbistrova
,
A.
,
Ho
,
A.
,
Guillet
,
J.
, and
Pineda
,
I.
,
2015
, “
The European Offshore Wind Industry—Key Trends and Statistics 2014
,” European Wind Energy Association, Brussels, Belgium, EWEA Report.
4.
Yu
,
Q.
,
Kim
,
K.
, and
Lo
,
T. W.
,
2011
, “
Design Standards for Offshore Wind Farms
,” American Bureau of Shipping, Houston, TX, pp.
1
211
.
5.
Yin
,
L. L.
,
Lo
,
K. H.
, and
Wang
,
S. S.
,
2015
, “
Sizing Study and Loads Analysis for Large Offshore Wind Turbines in Western GOM Shallow Water
,” University of Houston, Houston, TX, Technical Report No. NWEC-TR-15-0101.
6.
Bir
,
G.
,
2005
, “
User's Guide to BModes (Software for Computing Rotating Beam Coupled Modes)
,” National Renewable Energy Laboratory, Golden, CO,
Technical Report No. NREL/TP-500-39133
.
7.
Jonkman
,
J. M.
, and
Buhl
,
M. L.
, Jr.
,
2005
, “
FAST User's Guide
,” National Renewable Energy Laboratory, Golden, CO,
Technical Report No. NREL/TP-500-38230
.
8.
MSC Software
,
2016
, “Adams, The Multibody Dynamics Simulation Solution,”
MSC Software
, Newport Beach, CA.
9.
API
,
2010
, “
Derivation of Metocean Design and Operating Conditions API Recommended Practice 2MET. Petroleum and Natural Gas Industries Specific Requirements for Offshore Structures Part 1: Metocean Design and Operating Considerations
,” 1st ed., American Petroleum Institute, Washington, DC, pp. 18–20, Standard No. ISO 19901-1: 2004.
10.
IEC
,
2007
, “
Wind Turbines Part 3: Design Requirements for Offshore Wind Turbines
,” International Electrotechnical Commission, Geneva, Switzerland, Standard No. IEC 61400-3.
11.
Yin
,
L. L.
,
Lo
,
K. H.
, and
Wang
,
S. S.
,
2015
, “
Effect of Pile-Soil Interaction on Structural Dynamics of Large MW-Scale Offshore Wind Turbines in Shallow-Water Western GOM
,”
ASME
Paper No. OMAE2015-42320.
12.
Moriarty
,
P. J.
, and
Hansen
,
A. C.
,
2005
, “
AeroDyn Theory Manual
,” National Renewable Energy Laboratory, Golden, CO,
Report No. NREL/TP-500-36881.
13.
Jonkman
,
J. M.
,
2007
, “
Dynamics Modeling and Loads Analysis of an Offshore Floating Wind Turbine
,”
Ph.D. thesis
, University of Colorado, Boulder, CO.
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