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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Lemare dam
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Dam

The Lemare dam closes the forebay in the Lemare River valley.
Structure Type Maximum
height (m)
Crest length (m) Volume of fill (m3)
Dam Sand and gravel 19.0 580 227,000

Instream flow release structure

The instream flow release structure is built into the right abutment of dike LR-34, near the dam.

During operation, the maximum spring instream flow discharged into the Lemare River is 88 m3/s, which is the mean spring flood peak. The flow will be controlled to approximate the shape of the river's mean natural hydrograph (minimum of 5 m3/s).

The flow will not be controlled during the winter, when only the round bottom opening will remain open. Heating systems will de-ice the equipment prior to runoff season so that the instream flow can be controlled in the spring.



Link: Hydro-Québec' Home Page