WORLD SUSTAINABLE ENERGY DAY 2001
WELS, AUSTRIA
THE WORLD´S LARGEST OFF-SHORE WINDFARM, MIDDELGRUNDEN
40 MW
Jens H. Larsen
Copenhagen Environment and Energy Office (CEEO)
Blegdamsvej 4-B, DK-2200 Copenhagen N, Denmark
Tel. +45 3537 3636, Fax +45 3537 3676, E-mail: kmek@sek.dk
ABSTRACT
The Middelgrunden project is an offshore wind farm with a rated power
capacity of 40 MW. The project consisting of 20 wind turbines at each
2 MW, is situated just 2 km outside the Copenhagen harbor on shallow water
(3-5 meters deep). The wind farm is owned fifty/fifty by a wind energy
cooperative and the Copenhagen Utility. This article summarizes the experiences
from the planning of the project, and draws the perspectives for the future
development of offshore wind power in Europe. Key words: windturbine cooperative,
economic, offshore, foundation, environment, public awareness, renewable.
The author is one of the promoter of the project and has been responsible
for the preinvestigations and is now the projectleader for the windturbine
cooperative.
INTRODUCTION
Today more than 100,000 Danish families are members of wind energy cooperatives
and such owners have installed 86% of all Danish wind turbines. Until
recently, the cooperatives were a very important and dominant factor in
the development of the Danish wind energy sector (see figure 1). Since
then, single person ownership has by far superseded the importance of
the cooperatives. In the coming years the utilities are expected to play
an increasing role in the establishment of large-scale offshore wind farms.
The program of the Danish utilities alone has a total power of 750 MW
within the next 8 years (The Offshore Wind-farm Working Group, 1997; Svenson
et. al., 1999). Figure 1 Development in ownership of wind farms in Denmark
MW installed power each year. (Nielsen, 1999). The Middelgrunden project
has obtained planning permissions in May 1999 and formal political approval
from the Danish Energy Agency in December 1999. Contracts with the turbine
manufacturer and the foundations and grid contractors have been signed
in December 1999. An ongoing restructuring and liberalization of the Danish
energy market including new regulation mechanisms for the renewable energy
sector have complicated the realisation of the project.

Figure 1. Development in ownership of wind farms in Denmark MW installed
power each year. (Nielsen, 1999).
PRESENTATION OF THE PROJECT
The proximity of the site to Copenhagen has called for investigations
concerning the visual and environmental impacts right from the beginning
of the planning process in 1997. In order to initiate such investigations
5.1 million DKK (680,000 EUR) from the Danish Energy Agency was granted.
The purpose of the grant was to investigate the technical and environmental
aspects of offshore wind power, on the specific site near Copenhagen.
Furthermore, the grant covered an analysis of the organizational and economic
aspects of the cooperatively owned part of the project, since cooperatives
by nature do not posses any financial means at the early planning stages.
Figure 2. Visualization of the layout of the wind farm east of Copenhagen
Harbor (Moeller & Groenborg, 1998)

Figure 3. The location of the Middelgrunden wind farm
THE OWNERSHIP AND ORGANIZATION
In Denmark (particularly in the Copenhagen area) it is necessary to look
for alternative sites for wind farms, if the policy goal of concerning
future utilization of renewable energy sources in Denmark, is to be fulfilled.
The involvement of large-scale cooperatives in this process is essential
to legitimate the process and gain public support with a site located
this close to a city.
THE WINDTURBINE COOPERATIVE
In 1996, the Copenhagen Environment and Energy Office (CEEO) took the
initiative to propose and organize the project. After mapping the wind
potentials in the area of Copenhagen, the CEEO organized a working group
consisting primarily of citizens from the area who were interested in
wind energy. Different personal and educational backgrounds were represented
with a common belief that the project was going to be a success. CEEO
was a part of the working group in the beginning and now serves as a consultant
for the wind energy co-operative. The wind farm has since been developed
and now of the 20 wind turbines, 10 turbines are owned by the Co-operative
and 10 turbines is owned by the local utility Copenhagen Energy. The hole
project have been developed fifty/fifty by the Co-operative and the Copenhagen
Energy. Who Could Buy Shares? In the beginning, only people from the municipal
area could buy shares. In 1999, new regulation came into effect and all
Danish people could buy shares. The newest development in year 2000 was
that all people also outside Denmark could buy it within certain conditions.
THE UTILITY
Also in 1996 the Copenhagen Energy took the first step to investigate
the feasibility of an offshore wind farm at Middelgrunden. The Municipality
of Copenhagen owns the Copenhagen Energy. After 2 years of negotiations
and overcoming political differences, a contract between the cooperative
and utility was established. The department of wind power at the utility
SEAS acts as consultant for the Copenhagen Utility, and is heading the
project organization for the establishment of the wind farm. It is my
evaluation that both parties (Co-perative and Utility) have gained from
the arrangement. CE possesses the big organization for questions about
technique, contractor work, etc. The wind co-operative has the knowledge
from the private wind sector, with enthusiasm and commitment as well as
better contacts with the public and the press. The locally based commitment,
along with co-operation between the co-operative, the local utilities,
and the municipality of Copenhagen, constituted a significant precondition
for the development of the project. This co-operation has provided credibility
to the project in relation to politicians and the public.
THE FINANCING OF THE COOPERATIVE
The cooperative's part will consist of 40,500 shares. One share represents
a production of 1,000 kWh/year, and is sold for 4,250 DKK (567 EUR). All
shares have to be paid up front in order to follow the constitution of
the cooperative. By now, more than 8,500 people, primarily in the local
area, have joined the cooperative. By October 2000, 100 % of the private
shares were sold. The cooperative will be the world´s largest wind
turbine cooperative. The project will be the largest wind farm worldwide
based on dual ownership and the largest offshore wind farm in the world.
THE TIME SCHEDULE
The restructuring of the electricity sector and the introduction of a
new regulation mechanism governing the wholesale price of renewable energy
resulted in a very narrow timetable for the decisions connected to the
project. The new regulations meant, that the contracts with the turbine
manufacturer and the foundations and grid contractors had to be signed
before the end of 1999, to allow optimal grants from the Renewable Energy
Scheme. To achieve this was not an easy task, due to the three public
hearings the project had to pass, before it could be realized. First,
the project had to pass a public hearing in 1997. Because of resistance
from authorities and interestgroups, especially regarding the visual impression
of the project, the size of the farm had to be downgraded from the originally
proposed 27 turbines, to 20. Secondly, this new modified project was exposed
to a new mandatory hearing, focusing on the visual impression, which it
passed. Thirdly, the project had to pass a public hearing based on the
careful environmental impact analyses carried out during the summer of
1999. In accordance with the ESPOO Convention, hearings were held in Denmark
as well as in Sweden. After this procedure, an official permission could
not be expected before the end of November. The limited time from the
final decision to the upstart has asked for large flexibility and cooperation
from all partners involved in the project.
First public hearing (visual impact) |
June - September 1997 |
Second public hearing (visual impact) |
June - September 1998 |
Third public hearing (environment) |
July - October 1999 |
EU pre-qualification |
February - August 1999 |
Public tender turbines, foundations and grid incl. transformer
etc. |
October 1999 |
Signing of contract |
December 1999 |
Casting concrete |
April - July 2000 |
Starting work on seabed |
May - June 2000 |
Placement of gravity foundations including the first 30 m
section of the tower |
October-November |
Placement of the sea cables between the turbines |
November |
Placement of the upper part of the turbine including rotor |
November - December |
Establishment of the erosion protection |
January - February 2001 |
|
Table 1. Timetable for the establishment of Middelgrunden wind farm
THE PUBLIC AWARENESS
The public attitude towards wind power in Denmark is to some extent self-contradictionary.
In general there is a very positive attitude, but there are signs that
people are unwilling to accept wind turbines in their own neighborhood.
In realizing this project it has therefore been of utmost importance to
establish a fruitful dialogue with individuals and NGOs, sharing this
attitude. Especially it has been a challenge to convince them that a large-scale
exploitation of wind power necessarily implies changes in the landscape.
In depth analyses have been undertaken in order to visualize the impact
of 20 turbines (Jessien & Larsen, 1999). This has been important due
to the controversial site selected for the project. Furthermore, the visualizations
have been widely used as comprehensive illustrations to be used in the
public hearings, which have been organized throughout the planning period.
Several reports and brochures about the visual impact have been published
(Moeller & Groenborg & Ramboell, 1997; Moeller & Groenborg,
1998; Jessien & Larsen, 1999; Soerensen et. al., 1999). The original
project dating back to 1997 consisted of 27 turbines (each 1.5 MW) placed
in three rows. After the public hearing in 1997 the layout of the park
was changed to a slightly curved line chosen in accordance with the historically
developed Copenhagen defense system around the City. At the same time,
the number of turbines had to be decreased to 20. But as the technological
development of wind turbines in the mean time had produced new larger
turbines, the reduction in the number of turbines could be fully compensated
by using larger turbines. The changes could therefore be implemented without
decreasing the installed power of the park.
THE ENVIRONMENTAL CONSIDERATIONS
With respect to the environmental impact, independent consultants have
analyzed the following subjects: · The risk of leaking debris and
heavy metal contamination from the former dumpsite. · Noise propagation.
· Influence on the free flow of water in Oeresund. · Risk
of collisions with vessels. · Impact on flora and fauna. ·
Risk of finding shipwrecks and deposits from the Stone Age of archaeological
interest. In accordance with the EU directive governing environmental
impact assessment (EU, 1997), such investigations have to be completed
before a project of this type can be started. The results have been published
in several reports, and are summarized in the environmental impact study
(Soerensen et. al., 1999). The conclusion regarding pollution from harbor
sludge was that 3-4 sites were contaminated by heavy metals (mercury and
copper) (Soerensen & Naef, 1999; Miljoekontrollen, 1997). The most
environmentally friendly method to overcome this problem is to treat the
sediment as little as possible during the dredging work. Computer simulations
have been carried out in order to optimize the working condition regarding
dispersion of sediment to the sea. The establishment of the wind farm
will only reduce the water flow in the belt between Denmark and Sweden
with 0.0012% (LIC Engineer-ing, 1999). It has been necessary to investigate
this matter, as the change in flow can influence the breeding of codfish
in the Baltic Sea. In order to compensate the decrease of water flow in
the Belt caused by the foundations it has been discussed to remove some
4,000 m3 of deposits from an optimal place on the ocean floor. The accuracy
of the theoretically calculation of a reduction of the water flow does
however not justify compensation treatment when talking about this small
amount of deposits to be removed. Noise propagation has been calculated,
but it is not supposed to yield any problems, as the distance to populated
areas is more than 2 km (Soerensen et. al., 1999). In order to establish
the influence on fauna and flora, video inspection has been performed
before the upstart (Hedeselskabet, 2000). Similar inspections will be
carried out just after the finalizing of the project and 3 years the establishment
of the wind farm.
THE WIND PARAMETERS
Meteorological measurements have been collected on a 45-meter mast at
Middelgrunden from October 1997 to the end of 1999. The characteristics
of these data, including wind speed profiles, turbulence intensity, directional
variability and stability, have been described (Barthelmie, 1999). The
data has been extrapolated to the turbine height of 64 meter, by comparison
to wind data obtained at a height of 77 meters from the Risoe mast, using
an amended version of the Weibull correction method and correlation/linear
regression. WASP has also been employed with standardized wind climatology
for Denmark and with the actual measurements at the site. Using these
techniques, 'best' estimates of the average wind parameters at the mast
location can be calculated (see table 2).
Table 2. Wind parameters at Middelgrunden
Wind speed at 50-m height |
7.2 m/s |
Weibull scale parameter at 50-m height |
t 8.1 m/s |
Weibull shape parameter at 50-m height |
2.3 |
Energy density at 50-m height |
380 W/m² |
Turbulence intensity at 50-m height |
0,12 |
|
(Barthelmie, 1999)
THE WIND TURBINES
The turbines installed on Middelgrunden will be the first 2 MW turbines
to be demonstrated offshore. The turbines will set new standards in terms
of economic performance for wind energy technology. turbines larger than
2 MW could have been chosen, but a decision, that the turbines had to
have at least some months proven track record, limited the maximum size
to 2 MW. The turbine manufacturer chosen after the tender was Bonus Energy.
The turbine data is shown in table 3. To avoid very high maintenance costs,
the turbines are constructed in a way that the main components can be
changed without using an external crane.
Table 3 Key data for the 2 MW wind turbine from Bonus Energy.
Hub height |
64 meter |
Rotor diameter |
76 meter |
Total height |
102 meter |
Estimated power output |
89 GWh |
Parkefficiency |
93 % |
|
THE LOAD ASSUMPTION
Only little experience is available about how to establish the load combination
with respect to wind, waves and ice loads. Parallel to the design of the
foundations several working groups have been active in order to establish
a future norm for load assumption for offshore wind turbines (Carl Bro
et. al., 2000; Thoegersen and Larsen, 1999). It is evident that the construction
of two big bridges in the Danish seas during the last 5 years has given
a good basis for establishing a discussion about the load conditions.
But as the combinations of wind and wave loads to be taken into account
are of significantly different importance for bridges and wind turbines,
a new set of construction norms had to be developed. Special considerations
were given to: · The fatigue strength. · The combination
of waves and wind. · The turbulence caused by the relatively short
distance (2.5 times the rotor diameter) between the wind turbines. ·
The ice load combined with the maximum wind load. 50 years has been chosen
as live length of the construction. Even the life span of the turbines
itself usually is assumed to be 20 years. The extreme wind velocity is
assumed to be 55 m/sec and the mean wind velocity under service is 25
m/sec at the hub-height. The extreme wave parameters are significant wave
height 3,8 m, period 6.0 sec, and length 40 m. The design moment is about
60 MNm from the wind and the 12 MNm from the waves. The horizontal maximal
force from ice is 1.2 MN. The relatively bad soil on 13 sites causes that
the horizontal forces from waves and twisting of the tower at some of
the sites have been deciding for the dimension of the concrete slab.
THE SOIL
The seabed is situated between 2.5 and 5 meter under sea level. The deposit
was situated almost randomly on the 3.4-km long line where the turbine
would be placed. There was up to several meters at the sites to the north
in general more waste than to the south. The original subsurface consisted
of limestone with large agglomerates of flint stone. The limestone was
destroyed in the upper surface by the passages of the glaciers 10-15,000
years ago. At some sites the thickness of glacial sand and clay was up
to 4 meters. At other places there was only 20 cm of sand. At 7 sites
the foundation could be placed directly on the glacial deposits with shear
strength of 300 kPa. At 13 other sites the deposits including glacial
deposits had to be removed to obtain sufficient shear strength, 150 kPa.
THE FUNDATION
One very important technical issue has been to develop the most appropriate
foundations. Through optimization it has been possible to gain substantial
savings. From the pre-investigations made by the independent consultant
engineers Carl Bro and Niras, two types of foundations were initially
analyzed:
- A standard gravity caisson foundation used for wind turbines on land
based on steel or concrete
- A monopile solution.

Figure 4. Two types of gravity foundations and a monopile solution were
investigated. Ice protection percussion causes the shape of the upper
part. (Carl Bro, 1998; Niras, 1998)
To find the most cost-effective solution the international tender included
both concrete and steel design of the gravity foundation. Possibilities
were left open to bids based on alternative solutions e.g. a monopile.
The results for the different options are shown in table 4.
Table 4. Price comparison for different types of foundations (price a
piece)
Concrete |
Steel |
Monopile |
2.35 mill DDK |
2.83 mill DDK |
3.11 mill DDK |
0.315 mill EUR |
0.38 mill EUR |
0.42 mill EUR |
|
(Based on the tender result)
The tender was won by the internationally well know contractor Monberg
& Thorsen. During the evaluation of the bids for the foundations,
it was concluded that: · The monopile was not feasible for the
actual site, due to the presence of a special type of limestone. The shallow
water and the relatively protected sea (waves and current) favored a gravity
type of foundation. · The steel caisson type can not compete in
shallow water with concrete, even with very low prices of steelwork. At
a larger water depth (>10 m) other types of steel foundation will be
more competitive than the standard gravity solution (Elsamprojekt et.
al., 1997; and personal communication with the bidders). At larger wind
farms (in number of turbines) located in shallow waters (<10 meters
depth), rationalization can be expected especially with respect to the
placement of the foundation, but concrete is still expected to be the
cheapest solution.

Figure 5. The actual design of the concrete gravity foundation. The height
of the total foundation is between 11.3 and 8 m. Measures in mm. (Carl
Bro, 1999)
THE GRID CONNECTION
The wind park is connected from its center to the shore with two 20 MVA
cables at a distance of 15 meters. The distance to the 30/132/400 kV transformer
at the Copenhagen Utility (Amagervaerket) on shore is 3.5 km. Between
the turbines 20MWA cables are used. The transformer on the bottom of the
tower at the wind turbine is a 30 kV dry transformer produced by Siemens.
NKT Cables won the contract on the grid connection.
THE LOGISTIC
During the contract negotiation and the following period, considerable
efforts have been used to reduce the period of work at the sea. In order
to minimize the necessary time at the sea it has been agreed to change
the originally foreseen sequence of operations as shown in table 5. The
mentioned sequence of operations demands a larger barge and crane than
originally foreseen to enable the transport out of the dry dock. The advantage
is that both the transformer and the control equipment can be placed on
shore. The total lifting capacity is 1,700 to 1,800 tons dry weight.
Table 5. Sequence of operations at the sea.
Placement of gravity foundations including the
first 30 m section of the tower |
October-November |
Placement of the sea cables between the turbines |
November |
Placement of the upper part of the turbine including
rotor |
November - December |
Establishment of the erosion protection |
January - February |
|
THE ECONOMY
The Danish Renewable Energy Scheme yields the following prices for electricity
delivered to the grid:
Table 6. Sales price of electricity delivered to the grid from the wind
farm
Year |
Fixed |
Added price
for ren. energy |
|
DKK/kWh |
EUR/kWh |
DKK/kWh |
EUR/kWh |
0-6 |
0.33 |
0.044 |
0.27 |
0.036 |
6-10 |
0.33 |
0.044 |
0.10 to 0.27 |
0.013 to 0.036 |
10-25 |
Market price |
Green label certificate to be traded |
|
The green label certificates have to be sold on the free market, where
consumers have to buy a certain (typically 20%) amount of their electricity
as green labeled certificate electricity The total investment in the project
is as shown in table 7 and 8. Table
7. Key figures after budget
Production price of electricity |
0.34 DKK/kWh |
0.046 EUR/kWh |
Investment/kW |
8.5 DKK/kW |
1.14 EUR/kW |
Yearly production |
89,000,000 kWh |
|
(own calculations; Calculationrate = 5%, lifetime = 25 years, Service
= 0,07 DKK/kWh, 1. EUR = 7,46 DKK)
Table 8. Budget of the wind farm
The total investment in the project |
EUR (mill) |
DKK (mill) |
Wind turbines |
26.11 |
200 |
Foundations including changes after the tender
to reduce the time on sea |
9.92 |
74 |
Grid connection, from land to farm |
not included |
not included |
Grid connection, off-shore |
4.56 |
34 |
Design, advice and planning |
2.15 |
16 |
Wind turbine cooperative |
0.54 |
4 |
Other costs |
1.61 |
12 |
Total |
44.89 |
340 |
|
(Middelgrundens Vindmoellelaug I/S, 1999)
ECONOMY FOR SHAREHOLDER
The Co-operative's part consists of 40,500 shares (10 x 2 MW turbines).
The budget of the Co-operative is 172 mill. DKK (app. 50% of the budget
in tabel 8). One share yields 1,000 kWh/year and is sold for 4250 DKK.
Jacobsen family bought 1 share
Price of the share is 4250 DKK
(172 M DKK/40500 shares = 4250 DKK)
Yearly production is 1000 kWh for 1 share |
Selling price of electricity |
330 DKK |
RE certificate(*) |
270 DKK |
Income/year |
600 DKK |
Maintenance cost |
-70 DKK |
Net income/year |
530 DKK |
Rate 530/4250 |
12,5% |
Simple pay back time |
8 years |
Calculated lifetime |
20 years |
5% yearly depreciation |
212,5 DKK/year |
Income after depreciation |
317,5 DKK/year |
Rate after depreciation 317,5 /4250 |
7,5% |
|
(*) All Danish electricity consumers are obliged to buy renewable energy
(RE) certificates. For this project, the price of the RE certificates
is guaranteed for the first 6 years. The income is tax free up to buying
5 shares per person. If one owns more, then 40% of the income is still
tax-free. Some Danish banks are offering loan to finance buying shares
for those who do not have money right now to invest.
PERSPECTIVES FOR THE DANISH OFFSHORE WIND PROGRAM
Together with Vindeby (established 1991) and Tunoe (established 1995)
the Middelgrunden offshore wind farm represents the first step in a planned
large-scale extension of the electricity production from offshore wind
turbines in Denmark. Within the next 5-8 years, 5 even larger offshore
wind farms will be established. The total power of each of these farms
will be 150 MW. A smaller offshore wind farm outside the island of Samsoe
with a power of 22 MW is planned for 2001-2002 (www.samsoe.com).
For this purpose studies on foundations in water depths of up to 10-15
meters have been performed (Elsamprojekt, 1997).
The potential for offshore wind farms in Danish waters have been estimated
to 2,250 MW in the period 2000-2015 and additional 1,750 MW for the proceeding
15 years (The Offshore Wind-farm Working Group, 1997). These estimates
are based on the wind power technologies, which were known a few years
ago.
In 1997 the estimated average production price for electricity (including
maintenance costs) was 0.35 DKK/kWh (0.04-0.05 EUR/kWh) (The Offshore
Wind-farm Working Group, 1997). But the continuing development of wind
turbines, foundation and transmission techniques meant that even lower
production prices can be expected, as shown by the Middelgrunden project.
The production of wind energy already exceeds the targets in the present
Danish Energy Plan (Danish Ministry of Environment and Energy, 1996).
The power to be established offshore during the coming years will result
in 50% of the Danish electricity consumption being produced by offshore
wind power parks by 2030 (Danish Ministry of Environment and Energy, 1996;
The offshore Wind-farm Working Group, 1997).
In this sense the Middelgrunden project has been a pilot project, from
which great many experiences can be of considerable value, in the coming
large-scale extension of the Danish offshore wind power production.
OTHER OFFSHORE WIND PROGRAMS -PERSPECTIVES
Until now offshore wind farms have only been a negligible part of the
wind power sector, which can be seen from table 9. But several independent
institutions expect that the market for offshore wind power will experience
a major growth in the coming years (BTM Consult, 1999a; EU, 1998; Greenpeace
International, 1998; Kühn et. al., 1998).
Presently the Danish development plan is by far the most prestigious,
but in several other European countries large scale offshore parks are
underway.
Difficult planing procedures are limiting the public information on all
projects within the EU, but the following plans outside Denmark are known:
Sweden 180 MW, Germany 100 MW, The Netherlands 100 MW and UK 150 MW.
All in all, the next few years will bring the establishment of new large
offshore projects. They will increase the installed power in Europe with
several hundreds of MW. This poses tremendous challenges to consulting
engineers, contractors, turbine manufactures, and future owners. To those
parties the lessons from the Middelgrunden project, might be valuable.
Table 9. The Global installed offshore capacity by the end of 1998.
Location |
Units Size |
kW |
MW |
Year |
Country |
Nogersund |
1 |
220 |
0.22 |
1990 |
SE |
Vindeby |
11 |
450 |
4.95 |
1991 |
DK |
Lely |
4 |
40-500 |
2.0 |
1994 |
NL |
Tunoe |
10 |
500 |
5.0 |
1995 |
DK |
Dronten |
19 |
600 |
11.4 |
1996 |
NL |
Bockstigen |
5 |
550 |
2.75 |
1997 |
SE |
Total |
50 |
|
26.3 |
|
|
|
COPENHAGEN ENVIRONMENT AND ENERGY OFFICE (CEEO)
We are a local association that provides free, impartial information and
guidance on energy conservation, as well as on the utilization of renewable
energy sources. We have more than 1500 enquiries about these subjects
every year. We are a non-governmental member organization and are a part
of a network with 22 offices in Denmark We have worked to promote ecologically
sustainable development in Denmark for more than 20 years. Since 1987,
we have initiated energy and environment activities and urban ecology
projects in Greater Copenhagen. We receive financial assistance from the
Danish Energy Agency based on the national programs on renewable energy.
ACKNOWLEDGMENT
The extensive pre-study of the Middelgrunden wind farm project has only
been possible because of support from the Danish Energy Agency under the
special scheme supporting private cooperatives to participate in the development
of offshore wind farms.
REFERENCES
Barthelmie, R.J. (1999): "The Wind resource at Middelgrunden",
Risoe National Laboratory - Risoe.
BMT Consult (1998): "Ten Percent of the World's Electricity Consumption
from Wind Energy! - is that target achievable ? - A Scenario Approach",
BTM Consult - Ringkjoebing BTM Consult (1999a): "International Wind
Energy development World Market Update 1998 & Forecast 1998-2002",
BTM Consult - Ringkjoebing. BTM Consult (1999b): "Wind force 10:
How wind can produce 10% of world power by 2020", Renewable Energy
World, Vol 2 No 6, pp. 40-61
Carl Bro (1998): "Vindmoeller paa Middelgrunden - Fundamenter"
("Wind Park at Middelgrunden - Foundations"),
Carl Bro - Glostrup (In Danish). Carl Bro (1999): "Middelgrundens
Havmoellepark - Udbudsbetingelser for Fundamenter" ("Middelgrunden
Offshore Wind Park - Tender Documents Foundation"),
Carl Bro - Glostrup (In Danish). Carl Bro (2000): "Middelgrundens
Havmoellepark - Fundamenter - Designgrundlag" ("Middelgrunden
Offshore Wind Park - Foundation - Design Basis"),
Carl Bro - Glostrup (partly in Danish). Danish Ministry of Environment
and Energy (1996): Energy 21. The Danish Government's Action Plan for
Energy,
Danish Energy Agency - Copenhagen. Elsamprojekt et. al. (1997): "Vindmoellefundamenter
i havet" ("Wind turbine foundations at sea"),
Elsamprojekt - Frederecia (Partly in Danish). Energistyrelsen (1998):
"Wind Power in Denmark - Technology, Policies and Results".
Risoe National Laboratory - Risoe EU (1997): "Directive 97/11/EC
of 3 March 1997 amending Directive 85/337/EEC on the assessment of the
effects of certain public and private projects on the environment",
The Amended EIA Directive, Brussels - The European Commission. EU (1998):
White Paper on Renewable Energy, Energy for the Future: Renewable Energy,
EU White Paper concerning a strategy and action plan at European Community
level, Brussels - The European Union. Greenpeace International (1998):
"Danish Wind Energy. An Industrial Success Story",
Greenpeace International Greenpeace International (1998): "Offshore
Wind Energy Resources in Europe",
Greenpeace International Hedeselskabet (2000): "Status for flora
og fauna paa Middelgrunden" ("Status for flora and fauna on
Middelgrunden"),
(In printing) Hedeselskabet - Roskilde (In Danish). Jessien, S. &
Larsen, J.H. (1999): "Offshore wind farm at the bank Middelgrunden
near Copenhagen Harbour".
Paper submitted to the EWEC held in March 1999 in Nice Kühn, M.
et al. (1998): "Opti-OWECS. Structural and Economic Optimisation
of Bottom-Mounted Offshore Wind Energy Converters",
Final report from the EU Joule III Project JOR3-CT95-0087,
Delft University - Delft LIC Engineering (1999): "Vindmoeller paa
Middelgrunden. Paavirkning af vandstroemningsforhold. Revideret type af
vindmoellefundament" ("Wind Turbines at Middelgrunden. Influence
on Water Flow. Revised Type of Foundation"),
LIC Engineering - Copenhagen (In Danish). Middelgrundens Vindmoellelaug
I/S (1999): "Tegningsmateriale for Middelgrundens Vindmoellelaug
I/S", Oktober 1999 ("Prospect for Middelgrundens Vindmoellelaug
I/S", October 1999),
Middelgrundens Vindmoellelaug - Copenhagen (In Danish). Miljoekontrollen,
(1997): "Middelgrunden en statusbeskrivelse" ("Middelgrunden
a status report"),
Miljoekontrollen i Koebenhavns Kommune - Copenhagen (In Danish). Moeller
& Groenborg & Ramboell (1997): "Vindmoellepark paa Middelgrunden
- Aestetisk vurdering og visualisering" ("Wind Park at Middelgrunden
- Aesthetic Estimation and Visualization"),
Moeller & Groenborg - Aarhus (In Danish). Moeller & Groenborg
(1998): "Vindmoellepark paa Middelgrunden II - Aestetisk vurdering
og visualisering" ("Wind Park at Middelgrunden II - Aesthetic
Estimation and Visualization"),
Moeller & Groenborg - Aarhus (In Danish). Nielsen, P. (1999): Personal
communication, Energi- & Miljoe Data. Nielsen,
B. et al. (1996): "Wind Turbines & the Landscape",
Birk Nielsens Tegnestue - Aarhus. Niras (1998): "Vindmoellepark
paa Middelgrunden - Fundamenter" ("Wind Park at Middelgrunden
- Foundations"). Niras - Alleroed (In Danish).
The Offshore Wind-farm Working Group (1997): "Action Plan for the
Offshore Wind Farms in Danish Waters",
The offshore Wind-Farm Working Group of the Danish Electricity Companies
and the Danish Energy Agency - Haslev. Soerensen et. al. (1999): "VVM
redegoerelse for vinmoellepark paa Middelgrunden" ("Environmental
Impact Assessment of the Wind Farm Middelgrunden"),
Copenhagen Utility and Middelgrundens Vindmoellelaug - Copenhagen. (In
Danish, with English summary). Soerensen,
H. C. & Naef, S. (1999): "Forurening af sediment paa Middelgrunden"
("Pollution of sediment on Middelgrunden"), EMU - Copenhagen.
(In Danish). Svenson, J et. al. (1999): "Cost Optimizing of Large-scale
Offshore Wind Farms",
Paper delivered to the EWEC conference held in Nice March 1999. Thoegersen,
M. L. & Larsen, T. J. (1999): "Load Reduction Factors for an
Offshore Wind Turbine Subjected to Wind and Wave Loading". First
draft, Risoe National Laboratory, Risoe.
Internet addresses:
The cooperative Middelgrunden: www.middelgrunden.dk
On-linie the farm: www.middelgrund.com
The Utilities: www.ke.dk
and www.seas.dk
The Danish wind industry: www.windpower.dk
The Danish Energy Agency: www.ens.dk
The Samsoe offshore wind farm: www.samsoe.com
or www.emu-consult.dk/wind
The turbine manufacturer: www.bonus.dk
The foundation contractor: www.monthor.dk
The grid connection: contractor. www.nkt.dk
|