Cana Brava

Particulars

Owner: unknown

Designer: Intertechne Consultores Associasdos

Contractor: Construtora Norberto Odebrecht S.A., Andrade Gutierrez J.V.

Purpose(s): Hydropower

Reservoir capacity: 2300 m³x10⁶

Height: 67 metres

Length: 510 metres

Volume of RCC: 527 m³x10³

Total volume: 833 m³x10³

Start of Project: 03/99 (March 1999)

Start of RCC: 02/00 (February 2000)

End of RCC: 10/01 (October 2001)

End of Project: 10/02 (October 2002)

Country: Brazil

DMS Co-ordinates: 13˚24'8.06"S, 48˚8'36.64"W

DD Co-ordinates: -13.402239, -48.143513

Slope	Type
	Traditional concrete against formwork

Slope	Type
	RCC against formwork [stepped face]

Slope	Type
ogee	Traditional concrete against formwork

Layers (mm)	Lifts (mm)
300	300

Cement (kg/m³)
40

Pozzolan (kg/m³)	Pozzolan Type
50	Ground-granulated blast-furnace slag