What it represents
Vau i Dejës was the first hydropower plant built on the Drin River and is located in the northwestern part of Albania. It is located downstream of Drin River, at Vau i Dejës gorge, about 18 km from the city of Shkodra. Since Vau i Dejës is the lower hydropower dam and lake in the river cascade, its importance, apart from electricity generation, is also related to the impact that its lake has on the sub-Shkodra lowlands. Water discharges from the lake have a major impact in floods that occur in the lowlands of Lezha and Shkodra. Works for its construction began in 1967. This plant was put into operation in two phases: Ag. 1, 2 and 3 in 1970, while Ag. 4 & 5 in 1975.
Specifications
Vau i Dejës HPP is of the dam and lake type. Three separate dams were built to create its lake: Qyrsaqi dam is 46.4m high and 440m long. The type is partly gravitational, made of concrete and partly earth filled with local materials of limestone formation. 4 spillway with radial gates are installed on the concrete part of the dam, as well as the intake unit with double segmented gates, from which 5 penstocks merge to bring water into the plant’s generation units. The maximum discharge capacity of the spillways is 3500 m3/s, while the units’ water processing capacity is 4 X 113 m3/s. Zadeja dam, with a height of 60m and 390m in length, is of earth filling type, with local limestone material. This dam also contains a discharge tunnel with segmented gate, with a discharge capacity of 3200 m3/s. Rragami dam has a height of 34m and a length of 320m. This dam is filled with local materials of limestone and flysch formation. There are no hydro works in this dam. It only serves as a barrier for water retention. The maximum volume of Vau i Dejës lake is 580 million m3. Its surface is 25km2 and it climbs from the Vau i Dejës Gorge for about 27km upstream the Drin River valley, near the HPP Koman. The maximum top water level of the lake is 76m a.s.l., while the minimum operational level is 61m a.s.l.. The plant has a 54m head and the active volume of the lake is 263 million m3. As part of the cascade, Vau i Dejës HPP is designed as a first-class work in terms of the risk bearing level. The safe maximum flow for 1 in 10,000 years was calculated at 10000 m3/sec. The total discharge capacity of the HPP at the 76m level is 7500 m3/sec.The generation units installed in the plant have “Francis” vertical turbines, with 50MW power each; 3-phase synchronous generators and lifting transformers for connecting with the substation. The total installed power of the HPP is 250 MW. Auxiliary and control-monitoring devices are also located in the Plant’s building. The average annual production is 1000 Gwh. The plant was constructed using Chinese equipments and technology, but it went through a full rehabilitation in the years 2003-2007; mechanical equipments from Andritz and electrical and control installations from Alstom. The substation with its transmission, control and protection equipment enables the connection with the Power System via 220 Kv lines (Vau i Dejës-Tirana, Vau i Dejës- Koman and
Vau i Dejës-Elbasan).
Technical Design Indicators |
Installed power | 5×50 MW | Rragam Dam | H 21m, L 270m |
No. & Type of Turbines | 5 Vertical “Francis” | Dam volume | 3.5 milion m3 |
Water Processing Cap. | 5 x 113.0 m3/sec | Top Water Level | 76.0 m a.s.l. |
Mean Annual Production | 1,000 GWh | Minimal Working Level | 61.0 m a.s.l. |
HPP Risk Rating | 1st Class | Catchment Area | 14,173 km2 |
Construction Time | 1965-1973 | Mean Annual Flow | 3103/sec |
Lake filling year | 1970 | Lake’s Total Volume | 580 million m3 |
Dam Type | Concrete Screen | Lake’s Active Volume | 263 million m3 |
Geographical Position | V42°00’48”/L19°38’9” | Discharge Capacity | 6,700 m3/sec |
Dam Height | 79.0 m a.s.l. | Number of Discharge Units | 5 |
Zadeja Dam | H 60m, L 380m, W 330m | Type of Discharge Units | Radial Gates |
Qyrsaqi Dam | H 54m, L 548m, W 230m | | |
Technical utilisation Parameters of Vau i Dejës HPP
Installed Capacity (5 Uts.) | 250 MW |
Nominal Power of Generators | 50 MW |
Net Head | 52 m |
Nominal Water Consumption | 113 m3/s |
Mean Annual Production
Since entry in operation | 872,095 MWh |
Average (1994-2014) | 962,967 MWh |
Average (2004-2014) | 989,749 MWh |
Minimum (1990) | 610,540 MWh |
Maximum (2010) | 1,511,200 MWh |
Mean Annual Flow
Since entry in operation | 278 m³/s |
Average (1994-2014) | 295 m³/s |
Average (2004-2014) | 314 m³/s |
Mean Top Water level
Minimum (February 1999) | 67.91 m |
Maximum (September 2005) | 75.33 m |