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From Wikipedia, the free encyclopedia

Mratinje Dam
Location of Mratinje Dam in Montenegro
CountryMontenegro
Coordinates43°16′20″N 18°50′30″E / 43.27222°N 18.84167°E / 43.27222; 18.84167
StatusIn use
Construction began1971
Opening date1976
Owner(s)Elektroprivreda Crne Gore
Dam and spillways
Type of damArch, double-curvature
ImpoundsPiva River
Height220 m (722 ft)
Length268 m (879 ft)
Width (crest)4.5 m (15 ft)
Width (base)45 m (148 ft)
Dam volume732,940 m3 (25,883,532 cu ft)
Reservoir
CreatesPiva Lake
Total capacity880,000,000 m3 (710,000 acre⋅ft)
Catchment area1,757.7 km2 (679 sq mi)
Surface area12 km2 (5 sq mi)
Power Station
Turbines3 x 120 MW
Installed capacity360 MW

The Mratinje Dam (Montenegrin: Брана Мратиње, romanizedBrana Mratinje) is a concrete arch dam in the canyon of the Piva River in Montenegro.

The dam was completed in 1975 with designs by Energoprojekt.[1] Its construction resulted in the flooding of the Piva Canyon and the creation of the Piva Lake, which, with its 12.5 km², is the second largest lake in Montenegro.

The dam is 220 metres (720 ft) high, one of the highest in Europe. The dam is 268 metres (879 ft) long and 4.5 metres (15 ft) thick at the crest, while it is 30 metres (98 ft) long and 36 metres (118 ft) thick at the base. The foundations go as deep as 38 metres (125 ft) into the ground. 820,000 cubic metres (1,070,000 cu yd) of concrete and 5,000 tonnes of steel were built into the dam.[2]

The hydroelectric power station at Mratinje is capable of producing 860 gigawatt-hours per annum. It has three turbines and generators, each with a generation capacity of 120 MW.

The location of the 16th century Piva Monastery was flooded by the lake, so while the dam was built, the monastery was broken into pieces and moved to a higher ground, 3.5 km away. It was reconstructed in the original way.

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  • GOROSTAS NA PIVI / THE COLOSSUS OF PIVA RIVER

Transcription

References

  1. ^ "Mratinje Dam and Hydroelectric Plant". Energoprojekt. Archived from the original on 15 August 2011. Retrieved 6 May 2011.
  2. ^ Marković, Veljko; Svetlana Živković; Jelena Marković (1999). "Global Elastic Modulus Usage for Diagnosing the Mratinje Dam Behavior" (PDF). Facta Universitatis. Architecture and Civil Engineering. University of Niš. 2 (1): 67–75. Retrieved 6 May 2011.
This page was last edited on 3 December 2023, at 21:03
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