Image: Eastmain-1-A/Sarcelle/Rupert Project
Link: Eastmain-1-A/Sarcelle/Rupert Project Home Page
Image : Diversion bay section
  Rupert dam
  Lemare dam
  Transfer tunnel
  Nemiscau-1 dam
  Nemiscau-2 dam
  Dikes
  Rupert
workcamp
Image : Increased-flow section
  Eastmain-1-A powerhouse
  Sarcelle powerhouse
  Eastmain
workcamp
Image : Reduced-flow section
  KP 290 weir
  KP 223 weir
  KP 170 weir
  KP 110.3 weir
  KP 85 weir
  KP 49 weir
  KP 33 weir
  Rock blanket,
KP 20.4
  Nemiscau
workcamp
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Nemiscau-1 Dam
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Image: Date Sheet Link:  Photos Link: 3D Simulation
Dam

Nemiscau-1 dam closes the tailbay in the north branch of the Nemiscau River.

This rockfill structure will have an asphalt concrete core, which is a first in Canada. Well known in Europe, this technique is used in the absence of till to ensure that a structure is watertight. Although there is no lack of till in the Nemiscau area, Hydro-Québec wishes to adopt this technique for use in future projects in northern regions, such as those being carried out on the Romaine River, where till is harder to find.
Structure Type Maximum
height (m)
Crest length (m) Volume of fill (m3)
Dam Rockfill 12.9 340 87,000

Instream flow release structure

The Nemiscau-1 instream flow release structure is built of concrete and abuts the right end of the dam. It will maintain the mean flow in the Nemiscau River.

It is designed to restore a flow of between 4.9 m3/s (minimum instream flow) and 74 m3/s into the lower Nemiscau River.



Link: Hydro-Québec' Home Page