PANDOH DHAM Himachal tour packages,kullu manali packages,kullu manali shimla package

PANDOH DAM 

PANDOH DAM

The Pandoh Dam is Associate in Nursing hill dam on the Beas stream in Mandi district of Himachal Pradesh, India. below the Beas Project, the dam was completed in 1977 and its primary purpose is electricity power generation. a part of a run-of-the-river power theme, it diverts the waters of the Beas to the southwest through a thirty eight metric linear unit (24 mi) long system of tunnels and channels. The water is employed for power generation at the Dehar Power House before being discharged into the Sutlej stream, connecting each rivers. the facility house has Associate in Nursing put in capability of 990 MW. The system diverts 256 cumecs (9000 cusecs) of Beas waters to the Satluj stream. The project was completed in 1977. the 2 major rivers Beas Associate in Nursingd Satluj effuse of the Himalayas and reach some extent wherever they're separated by a crow fly distance of roughly thirty six metric linear unit and have an elevation distinction of roughly 1099 linear unit. The waters of Beas area unit continuous be due ice-melt and flow throughout the year. This was completed and an idea created to take advantage of the potential of this stream system. the facility potential was calculable as one,000 MW. The plans originally known as Beas Project Unit - I Beas Satluj Link Project went through many revisions for amusive the waters of Beas stream. the primary arrange ready by geographic area Irrigation Department in 1957.

The 1957 arrange contemplated a diversion dam at Pandoh, 11.26-kilometre (7.00 mi) tunnel, 19.31-kilometre (12.00 mi) open channel, 4.82-kilometre (3.00 mi) tunnel. The 1957 report was followed by a 1960 report and therefore the final proposal in 1961. the ultimate proposal enclosed seventy six.25-metre (250.2 ft) diversion dam at Pandoh, a 7.62-metre (25.0 ft) dia, 13.11-kilometre (8.15 mi) Pandoh baggi tunnel, 11.8-kilometre (7.3 mi) fragmentise Nagar hydel channel, 8.53-metre (28.0 ft) dia, 12.35-kilometre (7.67 mi) Sundernagar Satluj tunnel, 22.86-metre (75.0 ft) military intelligence 125-metre (410 ft) high surge shaft, 3 Dehar penstocks split half dozen} penstocks and Dehar powerhouse with 6 x a hundred sixty five MW generators. The system would divert nine,000 isometric feet per second (250 m3/s) of the Beas to the Satluj. supplementary|another|one more|an additional|a new|an extra} advantage of the project was the hyperbolic influx to Gobind Sagar thereby increasing power generation capability at Bhakra Dam and added irrigation waters for the states of geographic area and Haryana. The project was approved in 1963 and commissioned in 1977. The seventy six m (249 ft) tall Pandoh Dam is Associate in Nursing hill dam on the Beas stream.

The dam was commissioned in 1977 and its primary purpose is electricity power generation. a part of a run-of-the-river power theme, it diverts the waters of the Beas to the southwest through a thirty eight metric linear unit (24 mi) long system of tunnels and channels. The water is employed for power generation at the Dehar Power House before being discharged into the Satluj stream, connecting each rivers.Water pleased by the Pandoh Dam is 1st sent through the seven.62 m diameter, 13.1 metric linear unit (8 mi) long Pandoh-Baggi tunnel that terminates at the start of a one.8 metric linear unit (7 mi) long channel. At the tip of the channel, the water is keep at the Sundar Nagar reconciliation Reservoir at 31°32′05″N 76°53′11″E. The reservoir incorporates a live capability of three,700,000 m3 (3,000 acre·ft). From the reconciliation reservoir, water is once more sent south through the eight.53 m dia, 12.38 metric linear unit (8 mi) long Sundar Nagar striker tunnel. The tunnel ends simply before the Dehar powerhouse at 31°24′47″N 76°52′06″E. It splits into 3 four. 877 m military intelligence followed by six three.353 m military intelligence penstocks before reaching the facility house. The 22.86 m military intelligence one hundred twenty five m tall surge shaft at the tip of the tunnel is meant to require any backfow as a result of abrupt closure of the facility plant and avoid tunnel rupture as a result of loud noise.