Ghazi-Barotha Hydropower Project

From Wikipedia, the free encyclopedia
  (Redirected from Ghazi Barotha Dam)
Jump to: navigation, search
Ghazi-Barotha Hydropower Project
Ghazi Brotha Canal.jpg
The Ghazi-Barotha Canal
Official name غازى بروتھا
Location Indus, Pakistan
Coordinates 33°46′48″N 72°15′35″E / 33.78000°N 72.25972°E / 33.78000; 72.25972Coordinates: 33°46′48″N 72°15′35″E / 33.78000°N 72.25972°E / 33.78000; 72.25972
Construction began (approved 1996)
Opening date 2002
Construction cost US$ 2.3 billion
Dam and spillways
Type of dam Run-of-the-river
Impounds Indus River
Power station
Turbines 5 × 290 MW
Installed capacity 1,450 MW
Annual generation 7.037 billion units (7037 million GWh)

Ghazi-Barotha Hydropower Project (Urdu: غازى بروتھا‎) is a 1,450 Megawatt run-of-the-river hydropower project on the Indus River in Pakistan.

About 1,600 cubic meter per second of water is diverted from the Indus River near the town of Ghazi about 7 km downstream of Tarbela Dam (3,478 MW). It then runs through a 100 metre wide and 9 metre deep open power channel down to the village of Barotha where the power complex is located. In the reach from Ghazi to Barotha, the Indus River inclines by 76 meters over a distance of 63 km. After passing through the powerhouse, the water is returned to the Indus. In addition to these main works, transmission lines stretch 340 km.

The World Bank classed it "A" for adequate attention to environmental and social issues. The project took about 10 years and $2.2 billion to complete.

The Ghazi-Barotha Hydropower Project was initiated by . The Project is a major run-of-river power project designed to meet the acute power shortage in Pakistan. The feasibility report was prepared during the first tenure of [Benazir Bhutto's] administration and the Government of Pakistan entered into an agreement for the financing and construction of the project on 7 March 1996.[1] Construction started in 1996 and completed in 2002.

The main project elements include a barrage located on the Indus River, a power channel (designed to divert water from the barrage) and a power complex. Alternative locations for these elements were evaluated based on technical, economic, environmental and social constraints by an interdisciplinary project team and reviewed by an external environmental and resettlement panel.

Initial assessment of five barrage sites identified by the project consultants resulted in two options being selected for detailed evaluation. The preferred option has less storage capacity than the main alternative, but was preferable in terms of environmental impact.

The most economical alignment for the power channel would have necessitated resettlement of an estimated 40,000 people. Moving the alignment to less densely populated areas, although technically more complex and financially less attractive, reduced the resettlement requirement to approximately 900 people. Additional modifications further reduced the impact on archaeological sites and graveyards.

Five power complex sites were initially studied, and three remained for detailed evaluation. Topographical factors determined the preferred option, as the environmental implications were broadly similar in each case. Sub-elements of the power complex, such as access roads, head pond capacity and embankments, were chosen based on environmental and technical considerations.

Finally, four alternative alignments were evaluated for the 500 kV transmission line connections to the main grid station. The selected routes had minimal environmental and socio-cultural impacts. Detailed design focused on choosing alignment and tower locations with minimal impacts on dwellings, agricultural land and archaeological sites.

See also[edit]


  1. ^ "WAPDA". Retrieved November 29, 2011. 

External links[edit]