Maroño

Particulars

Owner: unknown

Designer: AEPO

Contractor: Dragados y Construcciones S.A.

Reservoir capacity: 2 m³x10⁶

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m³x10³

Total volume: 91 m³x10³

Start of Project: 01/89 (January 1989)

Start of RCC: 11/89 (November 1989)

End of RCC: 08/90 (August 1990)

End of Project: 11/91 (November 1991)

Country: Spain

DMS Co-ordinates: 43˚2'53.35"N, 3˚3'19.55"W

DD Co-ordinates: 43.048153, -3.055431

Slope	Type
0.05	RCC against formwork

Slope	Type
Vertical	RCC against formwork [stepped face]
0.75	RCC against formwork [stepped face]

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Layers (mm)	Lifts (mm)
300	300

Cement (kg/m³)
80
65

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)
170