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HydropowerPlant Kops IIHydropower
Plant Kops IIThe new pump storage plant
of Vorarlberger Illwerke AGin Gaschurn-Partenen
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The Hydropower Plant Kops II is located parallel to the existing Kops
Plant I in the Inner Montafon. The complete power plant in the munici-
pal territory of Gaschurn extends from Kops (1,800 m) over Tafamunt
(1,700 m) into the valley to Rifa (1,000 m) between the tourist centres
Gaschurn and Partenen.
All parts of the plant, including the power house, are situated inside
the mountain. Only the 220 kV switching station executed with space
saving indoor SF6technology and access roads and gates to the facilities
situated inside the mountain are visible.
March 20th, 2003 Policy decision to build the
Hydropower Plant Kops II
April 2003 Initiation of preliminary examination
procedure for environmental impact
assessment (EIA)
September 2003 Application for implementation of an
environmental impact assessment (EIA)
March 2004 Verbal permission request procedure
pursuant to the law on the environmental
impact assessment
July 2004 Definitive decision by the supervisory board
of Illwerke to proceed with construction
August 2004 Building permit becomes legally valid
September 2004 Start of construction
End of 2007/ Planned commissioning of the first
beginning 2008 set of machines
June 2008 Commissioning of machines 2 and 3
Construction time 3.5 years
Sum invested approx. EUR 360 million
The Vorarlberger Illwerke AG (Illwerke) operate in total nine Alpine Hy-
droelectric Power Plants in the most western part of Austria in Vorarl-
berg (Montafon and Walgau) . The first power plant, the Vermunt plant
started operation in 1930. In the course of different extension programs
a compound group of Hydroelectric Power Plants and water resources
was implemented until 1984.
The liberalization of the electricity market and the rapid development
of wind energy with wind-forces that cannot be influenced have led
to an increasing demand for peak and control energy as well as for the
possibility of a pump storage in large Alpine reservoirs. Illwerke respon-
ded to this demand by developing and constructing the highly efficient
pump storage Power Plant Kops II.
In March 2003 the supervisory boards of the Illwerke made the policy
decision to build Hydropower Plant Kops II into the existing Upper Ill
Lner Reservoir scheme ( = power plants in the Montafon) for the ge-
neration of highly efficient peak and control energy. Hydropower Plant
Kops II increases the capacity of Illwerke in pumping mode by 85% and
in turbine operation by 36%. No additional water resources are needed,
as Kops II uses the existing Kops Reservoir as upper reservoir and the
existing balancing reservoir Rifa as lower reservoir.
HYDROPOWER PLANT KOPS II3 GEOGRAPHICAL SITUATION3
Important benefits and synergies
of Hydropower Plant Kops II:
n 450 MW additional turbine and pump capacity for flexible
supply of peak and control energy for the European grid
n Expansion of combined use of other renewable sources of
energy, e.g. wind energy
n Strong positioning in the liberalized electricity market
n Increase in the economic viability of the entire Upper Ill
Lner Reservoir hydroelectric scheme
n Value-added activities and economic boost for the Province
of Vorarlberg and the Montafon
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The Hydropower Plant Kops II is a pump storage plant that can be used
to regulate the grid in turbine mode as well as in pump mode and is
located parallel to Hydropower Plant Kops I.
System components
nIntake / outlet structures in Kops Reservoir
n Valve chamber and bypass shaft
n Pressure tunnel (Versal tunnel II)
n Two chamber surge tank with inclined shaft and 3 throttles
nPressure shaft
n High-head manifold piping
n Underground power house
- machine cavern- 3 hydroelectric generating sets with Pelton turbine,
motor generator, clutch and storage pump
- transformer cavern
nTailwater system
- 3 compressed air surge chambers
- tailrace to Rifa balancing reservoir
- two chamber trailrace surge tank
- low pressure manifold pipes
n Outlet / intake structures in Rifa balancing reservoir
n 220-kV-SF6switching station
THE TECHNOLOGY3
surge tank pressure tunnel
pressure shaft
gallery Tafamunt
tailrace tunnel
underground power house
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pressure tunnel
Headrace
Pressure tunnel Versal tunnel II
The pressure tunnel runs parallel to the existing pressure tunnel of Hy-
dropower Plant Kops I and was excavated mechanically by a double-
shield tunnel boring machine. The favourable geological and hydrogeo-
logical conditions permitted a lining of the 5.5 km long pressure tunnel
with precast concrete elements. This type of lining is a construction me-
thod perfectly adapted to the high-alpine location of the construction
site.
Surge tank Aussertafamunt
With control procedures, e.g. changing from turbine into pump opera-
tion, the water flow must abruptly be slowed down in the tunnel and
has to be accelerated into the opposite direction. In order to avoid high
dynamic pressures that would have an additional effect upon the head
THE TECHNOLOGY3
n Length 5,552 m
n Internal diameter 4.90 m
n Longitudinal gradient 0.4 %
race system, certain amounts of water can get out towards the surge
tank. The surge tank is sort of an equalizing reservoir reducing the pres-
sure fluctuations and/or limiting the high dynamic pressures in the en-
tire headwater.
The surge tank Aussertafamunt is located in the transition area from thepressure tunnel to the pressure shaft and consists of a lower chamber
with two connections to the pressure tunnel, an inclined shaft with a
throttle in its lower end, as well as of an upper chamber and a ventilati-
on shaft leading into the access tunnel Tafamunt.
n Lower chamber total length 250 m
internal diameter 7.00 m
n Inclined shaft length 185 m
internal diameter 5.10 m
longitudinal gradient 49
n Upper chamber length 235 m
internal diameter 6.20 m
discharge shaftsurge tank
galleryOberwald
valve chamber
galleryTafamunt
pressure shaft
Kops Reservoir
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Storage pumps can only be used if operated with 100% load. With a
surplus of power in the grid the adaptation to the fluctuations have to
be compensated by a controllable pump. In order to be able to assure a
power control also in pump mode, the principle of the hydraulic short-
circuit is used in Hydropower Plant Kops II. The difference between the
steady take of full load of the pump and the lesser surplus of power in the
grid is compensated by the simultaneous operation of the turbines to the
necessary extent. Since the turbine is assuring a good control ability in the
complete range, a good control ability will also be given in pump mode.
In Hydropower Plant Kops II the time for changing between turbine ope-
ration and pump mode will be short in accordance with the requests of
the grid.
In order to satisfy the market demands, Hydropower Plant Kops II has a
full range of control ability of +/- 100 % in turbine operation and in pump
mode.
Power control should as much as possible be provided in a range between
0 % and 100 % in turbine operation as well as in pump mode in order to
cover the deviation of the real and the predicted power demand in the
grid.
Pelton turbines are used because they guarantee a highest possible effi-
ciency for minor power demands and/or power surplus in the grid and an
optimal control ability. To this effect the pump and the turbine must be
separated, a clutch must be provided and the elements have to be arran-
ged on a machine axis together with the motor generator.
POWER CONTROL
IN PUMPING MODE3
Example of an hydraulic short-circuit
with surplus of power in the grid 100 MW, pump capacity 150 MW
G/M generator/motorruns with 100 MW
T turbine(Pelton with Hydropower Plant Kops II)
supplies additional 50 MW
P pump receives 150 MW
Q water flow
Pgrid = 100 MW surplus
balancing reservoir Rifa
Q with 100 MWQ with 50 MW
Q with 150 MWQ with 150 MW
150 MW
Q with 100 MW
Kops Reservoir
50 MW
100 MW G/M
T
P
Q with 50 MW
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In general, the geological conditions were favourable for the construc-
tion of the power plant, in several sections however, difficult geological
conditions were encountered, as anticipated.
The facilities of Hydropower Plant Kops II are located completely in the
rock series consisting of Silvretta crystalline. These series consist for the
most part in solid and hard rock as e.g. amphibolite, hornblende gneiss
and other types of gneiss. Other less solid mica-schists have also been
encountered.
The findings made during the construction of Hydropower Plant Kops I
during the sixties and during the construction of the exploration tunnel
excavated in the year 2003 in the area of the actual transformer and
machine cavern, as well as further exploration measures were essential.
Never before, such high ecological demands had to be satisfied in Vor-
arlberg for a construction project, as with Hydropower Plant Kops II. It
was the first time an Environmental Impact Assessment (EIA) was initi-
ated and could be closed positively. Such a procedure guarantees that
during the construction and the operation of Hydropower Plant Kops II
man or nature are spared to the highest possible degree.
More than 500 regulations assure that the construction will be made in
an environmentally friendly way and that also the later operation will
be technically safe and ecological.
For the operation of Hydropower Plant Kops II no additional natural
available water supply will be needed. The plant uses the Kops Reser-
voir as headwater reservoir, the existing balancing reservoir Rifa in Par-
tenen is used as tailrace reservoir and the energy is transported using
an existing high-voltage line.
Concerning the operation of the power plant, Illwerke voluntarily adop-
ted an environmental management system pursuant to ISO 14000.
GEOLOGY3 ENVIRONMENT3
underground powerhouse
balancing reservoirRifa
pressure shaftl = 1.1 km
surge tankdischarge shaft withreservoir outlet works
valve chamber
Kops Reservoir
intake structure
pressure tunnell = 5.5 km
Legend
talus material
alluvium
moraine
schist gneiss and migmatite gneiss
mica-schist
amphibolite and hornblende gneiss
granite- gneiss and aplite gneiss
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Hydropower Plant layout ofVorarlberger Illwerke AG
Tyrol
Piz Buin3.312 m
Vorarlberg
Brand glaciers
Lnersee Reservoir
HydropowerPlant Walgau
Bludenz
Walgau
Montafon Schruns
Paznaun
Ischgl Galtr
Partenen
source of Ill
Silvretta Reservoir
Hydropower PlantObervermunt
VermuntReservoir
Kops Reservoir
Pumping StationKleinvermunt Hydropower
Plant Kops I
HydropowerPlant Kops II
HydropowerPlant Rifa
HydropowerPlant Vermunt Hydropower
Plant Latschau
HydropowerPlant Rodund I
HydropowerPlant Rodund II
HydropowerPlant Lnersee
Vorarlberger Illwerke AG was founded in 1924 as a limited liability com-
pany (GmbH) and has been a joint stock company (AG) located in Bre-
genz since 1927. The primary shareholder of Illwerke is the Province of
Vorarlberg, holding 95.5% of the shares. 4.5 % of the shares are in the
possession of WEG-Wertpapiererwerbsgesellschaft m.b.H., Bregenz.
With nine power plants, four reservoirs and several pump storage reser-voirs, the Illwerke hydroelectric scheme is the basis for generating elec-
tricity from alpine water resources in the Montafon and the Walgau.
Within the European grid that connects all power plants and consumers
concerned, Illwerke supplies peak energy to its consumers and contrac-
tual partners: Energie Baden-Wrttemberg AG (EnBW), the Province
of Vorarlberg/Vorarlberger Kraftwerke AG (VKW) and the Province of
Tyrol/TIWAG-Tiroler Wasserkraft AG, as well as the opportunity to take
advantage of pump storage and additional energy services.
Peak and control energy covers the peak demand periods that occur
briefly but often during any given day in order to maintain the balan-
ce between consumption and generation of electricity. During low de-
mand periods in the grid, especially in case of a high supply of wind
energy, Illwerkes power plants take energy of the grid to operate the
pumps, a procedure known as pump storage. The water pumped intohigh-altitude reservoirs is then available for periods of high demand for
peak and control energy. This practice of pump storage has proven to
be highly effective.
Illwerke provides its electricity customers with 1,248 MW turbine output
and a pump capacity of 533 MW. Following the commissioning of Hy-
dropower Plant Kops II, this makes up 1,700 MW of turbine output and
980 MW of pump capacity.
VORARLBERGER ILLWERKE AG3
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Vorarlbergs history of electricity industry began more than a century
ago. Due to the abounding watercourses and the good geographical
conditions, Vorarlberg presented the ideal prerequisites for an econo-
mically important development of hydropower. Founded as early as in
1901 as a private company, the Vorarlberger Kraftwerke AG (VKW) beca-
me in 1929 a province-owned company that covered the public demandof electricity.
The Vorarlberger Illwerke AG (Illwerke) was founded in 1924 in view
of the production of peak and control energy for its partners in the
European grid.
In the course of the liberalization of the European electricity market the
companies merged on January 1st, 2001 as Illwerke/VKW group and
have now a common management.
The distribution of duties and responsibilities was reorganized within
the Illwerke/VKW group. The core business of Illwerke concentrates on
the production of energy and the operation of VKW power plants. The
VKW concentrates on the distribution of energy in Vorarlberg and in
the neighbouring Western Allgu and acts as electricity distributor. The
VKW-Netz AG concentrates on the transportation of electricity and the
operation of a distributing grid thus assuring a secure electricity supply
in Vorarlberg.
Bregenz
Lindau
Dornbirn
Feldkirch
Bludenz
Schruns
Partenen
CH
FRG
FL
Munich
Friedrichs-
hafen
Altenrhein
Zurich
UlmStuttgart
InnsbruckVienna
HydropowerPlant Kops II
A14
A8A7
S16
L188
A1/A13
A96
Vorarlberger Illwerke Aktiengesellschaft
Weidachstrae 6, 6900 Bregenz, Austria
T +43/5574/601-0, F +43/5574/601-78526
www.illwerke.at
www.kopswerk2.at
3 CONTACT3group
group
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