In this study, a submerged tension leg platform wind turbine (STLPWT) which can be constructed near the quayside and then wet-towed to the installation site as a unit was proposed. This transportation method will consequently reduce the use of heavy offshore cranes. However, as a high-rise structure, the floating wind turbine may sustain large overturning moments induced by wind, wave, current, and towing force in the transport phase. In order to study the stability of the floating wind turbine and the towline force in wet tows, a numerical model of the towing system including a towboat, towline, and STLPWT was established based on multi-body dynamics. Then, the environmental load effects on the towing stability of the floating wind turbine were investigated. In addition, the comparison of the bollard pull and the height of towing points was performed. The results show that the STLPWT was stable under the rough sea towing condition: a significant wave height of 5 m and a wind speed of 17 m/s. An appropriate bollard pull should be chosen, in practice, as it involves the time and costs of the towing process. In addition, it may be a better choice to set the height of the towing points near the mean sea level to lower the pitch motions of the STLPWT as well as the towline force.

1.
D.
Roddier
,
C.
Cermelli
,
A.
Aubault
, and
A.
Weinstein
, “
WindFloat: A floating foundation for offshore wind turbines
,”
J. Renewable Sustainable Energy
2
(
3
),
033104
(
2010
).
2.
P.
Zhang
,
H.
Ding
,
C.
Le
, and
X.
Huang
, “
Motion analysis on integrated transportation technique for offshore wind turbines
,”
J. Renewable Sustainable Energy
5
(
5
),
053117
(
2013
).
3.
P.
Zhang
,
Y.
Han
,
H.
Ding
, and
S.
Zhang
, “
Field experiments on wet tows of an integrated transportation and installation vessel with two bucket foundations for offshore wind turbines
,”
Ocean Eng.
108
,
769
(
2015
).
4.
A.
Arapogianni
,
A. B.
Genachte
,
R.
Manzanas Ochagavia
,
J. P.
Vergara
,
C.
Castell
,
A.
Rodriguez Tsouroukdissian
,
J.
Korbijn
,
N. C. F.
Bolleman
,
F. J.
Huera-Huarte
, and
F.
Schuon
,
Deep Water: The Next Step for Offshore Wind Energy
(
Brussels, European Wind Energy Association
,
2013
).
5.
B. S.
Bjoska
,
T. D.
Hanson
,
R. Y.
Ruy
, and
F. G.
Nielsen
, “
Dynamic response and control of the Hywind demo floating wind turbine
,” in
Proceedings European Wind Energy Conference
(
2010
).
6.
H.
Stiesdal
, “
Hywind: The world's first floating MW-scale wind turbine
,”
Wind Dir.
5
,
52
(
2009
).
7.
D.
Roddier
,
C.
Cermelli
, and
A.
Weinstein
, “
WindFloat: A floating foundation for offshore wind turbines—Part I: Design basis and qualification process
,” in
ASME 2009 28th International Conference on Ocean
, Offshore and Arctic Engineering (
2009
).
8.
D.
Matha
,
Model Development and Loads Analysis of an Offshore Wind Turbine on a Tension Leg Platform with a Comparison to Other Floating Turbine Concepts
(
National Renewable Energy Laboratory (NREL)
,
Golden, CO
,
2010
).
9.
T.
Myland
,
F.
Adam
,
F.
Dahlias
, and
J.
Großmann
, “
Towing tests with the GICON®-TLP for wind turbines
,” in
The Twenty-Fourth International Ocean and Polar Engineering Conference
(
2014
).
10.
M.
Collu
,
A.
Maggi
,
P.
Gualeni
,
C.
Mario Rizzo
, and
F.
Brennan
, “
Stability requirements for floating offshore wind turbine (FOWT) during assembly and temporary phases: Overview and application
,”
Ocean Eng.
84
,
164
(
2014
).
11.
F.
Adam
,
C.
Steinke
,
F.
Dahlhaus
, and
J.
Großmann
, “
GICON®-TLP for wind turbines–validation of calculated results
,”
in
The Twenty-Third International Offshore and Polar Engineering Conference
(
2013
).
12.
A. A.
Shabana
,
Dynamics of Multibody Systems
(
Cambridge University Press
,
2013
).
13.
MARINTEK
,
SIMO—Theory Manual
(
Marine Technology Research Institute
,
Trondheim, Norway
,
2012
).
14.
American Bureau of Shipping
,
Guide for Building and Classing Floating Offshore Wind Turbine Installations
(
American Bureau of Shipping
,
Houston, USA
,
2013
).
15.
J. M.
Jonkman
and
M. L.
Buhl
, Jr.
,
FAST User's Guide
(
National Renewable Energy Laboratory
,
Golden, CO
,
2005
).
16.
J. M.
Jonkman
,
Dynamics Modeling and Loads Analysis of an Offshore Floating Wind Turbine
(
National Renewable Energy Laboratory (NREL)
,
Golden, CO
,
2007
).
17.
Y.-S.
Zhao
,
J.-M.
Yang
,
Y.-P.
He
, and
M.-T.
Gu
, “
Coupled dynamic response analysis of a multi-column tension-leg-type floating wind turbine
,”
China Ocean Eng.
30
(
4
),
505
(
2016
).
18.
DNV
,
WADAM User Manual
(
Det Norske Veritas
,
Norway
,
2010
).
19.
DNV
,
DNV-RP-C205 Environmental Conditions and Environmental Loads
(
Det Norske Veritas
,
Norway
,
2010
).
20.
C.
Gerwick
,
Construction of Marine and Offshore Structures
(
CRC Press
,
2002
).
21.
DNV
,
Modelling and Analysis of Marine Operations
(
Det Norske Veritas
,
Norway
,
2014
).
22.
J.
Jonkman
,
S.
Butterfield
,
W.
Musial
, and
G.
Scott
,
Definition of a 5-MW Reference Wind Turbine for Offshore System Development
(
National Renewable Energy Laboratory (NREL)
,
Golden, CO
,
2009
).
You do not currently have access to this content.