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Volume: Volume of RCC: 250 m³x10³

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

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Name	Country	Owner	Purpose	River	Reservoir capacity (m³x10⁶)	Construction dates				Dimensions		Volume		Facings						Placement		Cementitious material
						Start		Finish		Height	Length	RCC	Total	Upstream		Downstream		Spillway		Layers	Lifts	Cement	Pozzolan
						Project	RCC	RCC	Project	(m)	(m)	(m³x10³)	(m³x10³)	Slope	Type	Slope	Type	Slope	Type	(m)	(m)	(kg/m³)	(kg/m³)
Petit Saut	French Guyana	Electricité de France	H	Sinnamary	3500	07/89	07/92	02/93	05/94	48	740	250	410	V	(11)	V 0.80	(7) (16)	0.80	(13)	300	300		120	(R)
Nacaome	Honduras	Secretaria de Recursos Naturales	W	Rio Grande Nacaome	42	06/93	08/94	- /95	- /95	54	320	250	300	0.15	(2)	0.80	(3)*	0.80	(12)*	400	400	64	21	(N)
Tannur	Jordan	Jordan Valley Authority, Ministry of Water and Irrigation	I	Wadi al Hasa	17	02/99	12/99	12/00	09/01	60	270	250	250	V 1.00	(3')	0.80	(3')*	0.80	(3')*	300	1200	125 120	75 50	(N)
Cerro del Águila	Peru	IC Power	H	Mantaro	37	11/12	08/14	06/15	- /16	89	270	250	450	0.10	(1)	0.75	(1)*	0.75	(12)	300	600	115	23
Bouzina	Algeria	ANBT (Agence Nationale des Barrages et Transferts)	I W		18	- /14	02/18	07/19	01/23	77	177	250	330	V	(1)	0.89	(1)*	0.89	(12)	300	300	110 77	0 33	(F)

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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Petit Saut

Full Dam Information

Details

Country: French Guyana

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower

River: Sinnamary

Reservoir capacity: 3500 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 02/93

End of Project: 05/94

Specifications

Height: 48 metres

Length: 740 metres

Volume of RCC: 250 m³x10³

Total volume: 410 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
Vertical	RCC against precast concrete panels
0.80	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
120	ROLAC (mixture of flyash and slag with or without limestone fines)

Nacaome

Full Dam Information

Details

Country: Honduras

Owner: Secretaria de Recursos Naturales

Type: Gravity

Purpose(s): Water Supply

River: Rio Grande Nacaome

Reservoir capacity: 42 m³x10⁶

Construction Dates

Start of Project: 06/93

Start of RCC: 06/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 54 metres

Length: 320 metres

Volume of RCC: 250 m³x10³

Total volume: 300 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
21	Natural pozzolan (ASTM Class N)

Tannur

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
1.00

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
125
120

Pozzolan (kg/m³)	Pozzolan Type
75	Natural pozzolan (ASTM Class N)
50

Cerro del Águila

Full Dam Information

Details

Country: Peru

Owner: IC Power

Type: Gravity

Purpose(s): Hydropower

River: Mantaro

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 06/15

End of Project: -/16

Specifications

Height: 89 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
115

Pozzolan (kg/m³)	Pozzolan Type
23

Bouzina

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transferts)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: 07/19

End of Project: 01/23

Specifications

Height: 77 metres

Length: 177 metres

Volume of RCC: 250 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.89	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.89	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110
77

Pozzolan (kg/m³)	Pozzolan Type
0	Low-lime flyash (ASTM Class F)
33

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