Detailed design for Hydropower development in some smaller catchments in Albania: Devolli upper scheme with 5 small HPP, Strelca river catchment with two small HPPs, Dunica catchment scheme with 4 small HPP, Dragostun river scheme with 4 small HPP, Zalli i Xhuxhes and Shengjini schemes with 6 small HPP, Germani river scheme with 2 small…
Feasibility Study and detailed design for Hydropower development in Okshtuni River catchment Project which includes 6 HPP’ with total capacity of 31 MW. 5 of the designed HPP’s are based on runoff river flows without flow regulation. The main structures under these HPP projects consist on: Intake dam crossing the river, sedimentation tanks, pressure basins,…
The Devoll Hydropower Sh.A. (DHP) is an Albanian company wholly owned by the Norwegian company Statkraft AS. DHP is to develop, plan, construct and operate three hydropower plants along the Devoll river with total installed turbine capacity of approx. 278 MW, The plants will generate approximately 790 GWh/year of renewable, environmental-friendly energy. The project consists…
Supervision of the Moglica Dam (145 m high), Spillway structure and underground power house of Moglica HPP. The supervision activities are ongoing.
Supervision of the Okshtuni dam (64 m high), RCC Dam, Spillway structure andgrouting works. The activities are ongoing.
Commissioning of Banja HPP (installed power 73 MW) structures: Banja Embankment Dam 80m high, Intake and derivation tunnel penstock, Spillway and Power House.
Supervision of the Underground works in Moglica HPP in Joint Venture with SWECO NORGE Consulting Company. The underground works consist in about 12 Km tunnels (7 km of the tunnel is opening by drill and blast method whereas 5 km by TBM method), 1200 m derivation tunnel (Lower and upper bottom outlet tunnels), etc.
Detailed design for protection of downstream left side of Fierza HPP Dam and tail race channel. The discharges from the Firza Spillways on the right banks of the Fierza downstream have eroded the left bank of the tailrace channel in different section risking the sliding and blocking the channel and rising of water levels and…
Detailed design for protection of downstream side of Qyrsaqi Dam in the Vau i Dejes HPP. The discharges from the Qyrsaqi Spillway have eroded the left bank of the river in different section risking the urban areas to be flooded. The project will stop the progress of the erosion during the spillway operation and stabilize…
Detailed design of stabilization of Gomsiqe river through design and construction of gabion dikes, avoiding the sediment accumulations on the Vau i Dejes Lake.