Rosal

Particulars

Owner: unknown

Designer: unknown

Contractor: unknown

Purpose(s): Hydropower

Reservoir capacity: 17 m³x10⁶

Height: 37 metres

Length: 212 metres

Volume of RCC: 45 m³x10³

Total volume: 75 m³x10³

Start of Project: 04/98 (April 1998)

Start of RCC: —/98 (— 1998)

End of RCC: 09/99 (September 1999)

End of Project: —/00 (— 2000)

Country: Brazil

DMS Co-ordinates: 20˚55'1.74"S, 41˚43'19.01"W

DD Co-ordinates: -20.91715, -41.721947

Slope	Type
	Traditional concrete against formwork

Slope	Type
	RCC against formwork [stepped face]

Slope	Type
	Traditional concrete against formwork [stepped face]

Layers (mm)	Lifts (mm)
300	300

Cement (kg/m³)
45

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