-
-697-
37 2015 11 Proceedings of the 37th Ocean Engineering Conference
in Taiwan National Chung Hsing University, November 2015
1 2 3
1 2
3
2030 600
The Study of Specific Quays Planning for Offshore Wind Farm in
Taiwan
Chu-Kuan Lin* Shynre-Ruey Liaw Yung Shun Lien * Deputy Manager ,
Department of Harbor and Coastal Engineering, CECI Engineering
Consultants, Inc., Taiwan
ABSTRACT
For coupling with the green energy exploration, the government
of Taiwan plans to develop the offshore wind farm and establish 600
offshore wind turbines before 2030. Since the offshore marine work
is the first project, it has become a serious challenge to
construct and install marine structures and offshore wind turbines
on open sea in Taiwan. A suitable port devices such as specific
quays provide above work vessels to berth and to transit logistic
supply including materials and persons will be necessary. The study
tries to collect and analyze the data of vessel and specific ports
facilities in Europe in order to find a development aspect for
domestic marine industrial in the future.
Keywords: Jackup barge; Substructure and foundaton; Crane;
Specific quay
2012 7 3
2015 6
2020 300MW
2015
2030 600
-
-698-
(weather
window)
(1)(specificate)(guideline)
;(2);(3)
;(4)
104 8
2
2
1
(
)()
(Monopile)(Tripod)(Jacket)
(Gravity) 2
2.1
(Transition piece)(Substructure and
Foundation)
1 (Jacket type)
(Mono pile) (Tripod) (Jacket) (Gravity)
http://www.theengineer.co.uk/in-depth/the-big-story/wind-energy-gets-serial
2 ()
5 6 40
-
-699-
(
3)(
4)
http://www.workboatsinternational.com/
5 SKK-7000DT-L
http://www.4coffshore.com
6 JU0059
2.2 7
(Offshore Wind Turbine)(Grid)
(Inter Array Cable)
(Export Cable)
(Cable Ship)
(ROV, Remote Operation Vehicle) 7
DP(Dynamic Positioning)
7 ROV
2.3
(Purpose-built vessels)
(Jack-up vessels)
BE1TBE2T
R2TSP5 SP6 5 8
Emre URAZ Visby (2011), Offshore
Wind Turbine Transportation & Installation Analyses,
Master Thesis, Sweden
8
(Jackup vessel)(Jackup barge)
1
-
-700-
1
(Length Overall) 90140 m (300450 ft)
(Beam) 3040 m (100130 ft)
(Navigation Draft) 3.64.9 m (1216 ft)
(Leg in up position)
46m (150 ft)
(Tower sectionBunny ears)
46m (150 ft)
3.1
BOW Terminal Vlissingen
BOW Terminal Vlissingen
11m 250m 5m
1,400m 15 t/m2
13 7
9
http://www.4coffshore.com
9 BOW Terminal Vlissingen
2
2
(m) 1.1 150m (m) +
++
10m
(m) + 158m (m) +
++
10m
(ha) 4ha
(t/m2) 10 t/m2
3.2
3.2.1
DNV GL
3
Vestas3.0MW
(Nacelle incl. hub)
(One blade)(Tower section).. 4
3
ASSESSMENT OF PORTS FOR
OFFSHORE WIND DEVELOPMENT IN THE UNITED
STATES, 2014
3
10t/m2
2027t/m2
-
-701-
13t/m2
25 t/m2
4
(Tons) (m)
(m)
/(m)
(Monopile foundation)
150210 (for 2740 m
long) 500 (for 60 m
long)
2740 to up to
60 N/A D5.1 / 5.5
(Transition piece)
170 17
per unit N/A D4.2
(Nacelle incl. hub)
125150 14 3.3 W3.9
(One blade)
1318 55 N/A Max.
W4.2
(Tower Section)
70 32.5
60 d44.6
4
55
3.2.2
5
25
1P3P
4.0MW
5MW
5
(MW) 5 6 7 8
609 664 759 834 (X4)
[t] 284 328 372 416
25 28 31 34 [m] 25 23 20 18
TP [m] 58 58 58 58 (
)[m2] 1740 1601 1392 1253
()[m2]
750 635 480 389
(4
)[m2]
48 48 48 48
[t/m2] 13 14 16 17
ASSESSMENT OF PORTS FOR
OFFSHORE WIND DEVELOPMENT IN THE UNITED
STATES, 2014
3.3 2030
4000MW 5MW
2020 2030
60
2030
2 4 9
30
2
6 6.2
7.4 102
5A 5B
10
(substructure)(Nacelle)
-
-702-
6
m2
20mx40m 30 24,000
104mx180m 1 18,720
(pile,D=1.2m)
L=75m 120 6,000
() D=4.2~4.6m 30 750
()
D=4.2m,L=60m 30 1,800
(Nacelle incl. hub)
14mx4m 30 1680
(blade,3 )
4.2mx66m 90 8,820
61,770
10
1000 100
5A 5B
1. (2011)
2. (2013)
3. 4C offshore Limited (2014) Ports Database for the
Offshore Wind Industry, http://www. 4coffshore.
com/windfarms/portSearch.aspx
4. 4C offshore Limited (2014) Ports Database for the
Offshore Wind Industry, http://www. 4coffshore.
com/windfarms/vesselSearch.aspx
5. Carl A. Thoresen (2010) Port designers handbook,
Second edition.
6. Emre URAZ Visby (2011) Offshore Wind Turbine
Transportation & Installation Analyses, Master
Thesis, Gotland University, Sweden.
7. Engineer Company (2013) http://www.
theengineer. co.uk/ in-depth/ the-big-story/
wind-energy-gets-serial
8. Garrad Hassan America, Inc. (2014) Assessment of
ports for offshore wind development in the
UNITED STATES.
9. Tetra Tech Ec, Inc. (2010) Port and Infrastructure
Analysis for Offshore Wind Energy Development,.
(I)
(II)
(I,II)
1,2
(I,II)
37.pdf_page_71537.pdf_page_71637.pdf_page_71737.pdf_page_71837.pdf_page_71937.pdf_page_720
