Quxue Dam

The Quxue Dam is a 174 m tall rock-fill embankment dam on the Shuoqu River in Dêrong County of Sichuan Province, China.

Quxue Dam
Quxue Dam is located in China
Quxue Dam
Location of Quxue Dam in China
CountryChina
LocationDêrong County, Garzê Tibetan Autonomous Prefecture, Sichuan
Coordinates28°25′20.91″N 99°19′23.64″E
PurposePower
StatusOperational
Construction began2013
Opening date2016
Dam and spillways
Type of damEmbankment, rock-fill with asphalt concrete core
ImpoundsShoqu River
Height164.2 m (539 ft)
Length219.85 m (721.3 ft)
Width (crest)15 m (49 ft)
Reservoir
Total capacity132,600,000 m3 (107,500 acre⋅ft)
Commission date2016
TypeConventional
Turbines2 x 123 MW Francis-type
Installed capacity246 MW

the Quxue Dam has a narrow canyon with very steep abutments supporting its superstructure.

The primary purpose of the dam is hydroelectric power generation and it supports a 246 MW power station.

Design and construction

The dam is situated in a deep canyon which has an asymmetrical “V” shape. The slope of the left and right banks is around 70°, getting steeper towards the top. Made of mobile sediment, the depth of the alluvial river overburden (waste and spoil) is around 30 m at the dam site.

The crest length of the dam is 220 m with the crest width being 15 m across. The dam was designed to have a slope of 1.9H:1V upstream and an average slope of 1.85H:1V downstream.

Construction on the dam began in 2013 and the river was diverted around the construction site in February 2014. The power station was completed in 2016.[1][2][3]

See also

References

  1. "Datang Group to learn dam closure success (Figure)" (in Chinese). Polaris Power Network News. 10 February 2014. Retrieved 18 June 2014.
  2. "To learn Hydropower: Hydropower Construction march played plateau" (in Chinese). China Datang Corporation. Retrieved 18 June 2014.
  3. Fan, Qiang; Tian, Zhong; Wang, Wei (October 2010). "Study on Risk Assessment and Early Warning of Flood-Affected Areas when a Dam Break Occurs in a Mountain River". Water. 10 (10): 1369. doi:10.3390/w10101369.
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