What it represents

Komani is the second and most powerful HPP of the Drin River Cascade. Considering the installed power, position and the volume of the reservoir, this HPP plays an important role for the exploitation of the entire cascade. Komani HPP has the biggest power generation capacity in the country. Work for its construction began in 1980. The first turbine started working in 1985. The plant was put into operation, at full capacity, in 1988. HPP Komani was built on the concepts developed and projects prepared by the albanian engineers of the Institute of Study-Projects of Hydropower in Tirana. The turbines and generators are French technology, which were installed in cooperation with Albanian experts of this field. Around 12,000 workers, engineers and specialists were involved for its construction.

Specifications

The small reservoir volume and rapid precipitation discharges from the Alps and the Puka highlands, necessitate the dynamic monitoring of the hydro situation and the proactive operation of the HPP, in accordance with the specific meteorological conditions of the Koman watershed. Koman HPP also, is considered as a first-class work in terms of economic, social and environmental risks. Komani has a 500 million m3 reservoir and a 5 million m3 concrete screen rock filled dam. This dam is 115 m high and reaches 179 m.a.s.l at its crest. Normal top water level for Komani Plant is above 170 m.a.s.l. with a maximum of 175.5 m.a.s.l. Komani dam is designed for maximum calculated flow during the rainy season, for 1 in 1,000 years (7,245m3 / sec), and maximum control flow during the rainy season for 1 in 10,000 years (10,560 m3 / sec). The bypass of the waterflow in Komani is carried out through discharge tunnels; Tunnel 3 with a capacity of 1800 m3/sec. and Tunnel 4 with a capacity of 1600 m3/sec. The total water discharge capacity at the 176 m level is 3400 m3/sec. The Intake System was built for the supply of water from the lake to the plant. It conveys water from the Intake Portal, through two tunnels, at the balance towers, from this point the tunnel split into 4 intake pipes, one for each turbine of the power plant. The system has a capacity to transport up to 720 m3/sec. The generation units installed in the plant have “Francis” vertical turbines, with 156 MW power each; 3-Phase synchronous generators of 13.8kV voltage; active force 150 MW (Alstom France) and 170 MVA, 13.8kV / 242kV lifting transformers to connect with the substation. The total power and the HPP is 600 MW. Auxiliary and control monitoring devices are also located in the Plant’s building. The substation with its transmission, control and protection equipment, enables the connection with the Power System via four 220 Kv lines (doubleline Koman-Tirana, Koman-Fierzë and Koman-Vau i Dejës). The annual output of the Koman HPP is on average 1,800 GWh. This amount represents approximately 45% of the Cascade’s production. The importance of Komani Hydro power Plant relates primarily to its energy production capacity, as the most important generator of the Electricity System. Komani Lake, due to its level stability, is used for the transport of the goods and passengers, throughout the year, in such a remote and mountainous area. Traveling through Komani Lake is also considered too beautiful attraction for the wild nature loving tourists.

Technical Design Indicators
Installed power4×150 MWDam Crest Width10.0 m
No. & Type of Turbines4 Vertical “Francis”Dam volume5 milion m3
Water Processing Cap.2×184.0 m3/secTop Water Level175.5 m a.s.l.
Mean Annual Production1,800 GWhMinimal Working Level160.0 m a.s.l.
HPP Risk Rating1st ClassCatchment Area12,850 km2
Construction Time1981-1988Mean Annual Flow289 m3/sec
Lake filling year1985Lake’s Total Volume500 million m3
Dam TypeConcrete ScreenLake’s Active Volume188 million m3
Geographical PositionV42°06’18”/L19°49’32”Discharge Capacity3,600 m3/sec
Dam Height115.5 m a.s.l.Number of Discharge Units2
Dam Crest Level179.0 m a.s.lType of Discharge UnitsTunnels/Radial Gates
Dam Crest Length290.0 m
Technical utilisation Parameters of Koman HPP
Installed Capacity (4 Uts.)600 MW
Nominal Power of Generators150 MW
Net Head96 m
Nominal Water Consumption184 m3/s
Mean Annual Production
Since entry in operation1,811,186 MWh
Average (1994-2014)1,918,560 MWh
Average (2004-2014)1,955,406 MWh
Minimum (2007)1,199,790 MWh
Maximum (2010)2,872,730 MWh

Mean Annual Flow
Since entry in operation263 m³/s
Average (1994-2014)277 m³/s
Average (2004-2014)290 m³/s

Mean Top Water level
Average of last 20 years171.60 m
Average of last 10 years172.07 m
Minimum (January 1999)166.33 m
Maximum (June 1991)174.70 m

The schematic overview of Koman HPP