Dukan Dam

[5] Additional structural analysis was done for Binnie by his friends at Imperial College, Professor Pippard and Letitia Chitty, who "developed a stress analysis technique using relaxation methods and a rubber model to verify the design form.

[8][9] The inhabitants of some 50 villages in the flooded area, around 1,000–1,200 families, were resettled to the west of the lake.

[4][12] In 2007, the World Bank began a US$40 million project to repair the Dokan and Darbandikhan Dams.

This is divided over a spillway tunnel with three radial gates having a combined maximum discharge of 2,440 cubic metres (86,000 cu ft) per second, and an emergency bell mouth spillway with a capacity of 1,860 cubic metres (66,000 cu ft) per second.

Two irrigation outlets with a combined discharge of 220 cubic metres (7,800 cu ft) per second have not been operated over the last ten years.

The powerhouse of five Francis units at 80 MW each releases between 110 and 550 cubic metres (3,900 and 19,400 cu ft) per second.

Emergency bell mouth spillway
Newly installed Italian made control unit for turbine 1 installed 2010