The Tapovan Vishnugad Hydropower Plant is a 520 MW run-of-river hydroelectric project being constructed on Dhauliganga River in Chamoli District of Uttarakhand, India. The plant is expected to generate over 2.5 TWh of electricity annually.
Flood damage
The dam, whilst still being under construction, was severely damaged on 7 February 2021 due to a flash flood caused by the Uttarakhand glacier burst; the avalanche lead to large amounts of water mixed with sand & stone rushing into the Dhauliganga River, which caused severe damage to the NTPC Tapowan project. 140 workers at the construction site died or went missing as a result of the disaster. == Tapovan Vishnugad power plant details ==
Tapovan Vishnugad power plant details
The Tapovan Vishnugad power plant is a 520MW run-of-river project being constructed on Dhauliganga River in Chamoli District of Uttarakhand, India. The plant is expected to generate approximately 2,558GWh of electricity per year. Construction of the hydroelectric power project began in November 2006. Power production from the plant was expected to begin in 2012, but sluggish tunnel excavation works and flash floods in June 2013 delayed its inauguration. The project is expected to commence operations in 2016. NTPC is developing the project at an estimated cost of approximately INR 29.78bn ($677m). The Tapovan Vishnugad hydropower project will consist of four 130MW Pelton turbines, and a barrage constructed across the Dhauliganga River. The barrage will be 200m-long and 22m-high, and will consist of four gates measuring 12m-high and 14m-wide each. The reservoir is expected to create a catchment area of 3,100km2. It also includes an intake sill located at 5m above the riverbed, at an elevation of 1,787m. The river water will be diverted into the head race tunnel (HRT) via a desilting basin. The HRT will have a diameter of 5.6m and a maximum discharge capacity of 122.2 m3/s. The tailrace tunnel will be 493m-long and will have a diameter of 7m. A surge tank at the end of the head race tunnel will be installed to minimise the water hammer during operation. Two pressure shafts with a diameter of 3.6m each will emanate from the surge tank. Each shaft will be bifurcated into two branches of 2.6m diameter penstock and will be to feed water into the turbine. ==References==