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Volume: Volume of RCC: 200 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)
Cenza	Spain	Iberdrola, S.A.	H	Cenza	43	01/92	03/93	08/93	12/93	49	609	200	225	V	(3)	0.122 0.75	(3)* (3)*	0.75	(3)*	300	300	70	130	(F)
Fundão	Brazil	ELEJOR - Centrais Elétricas do Rio Jordão	H	Jordao	34	- /01	- /03	- /04	- /05	43	445	200	220							300	300	64	16	(N)
Yunkou [A]	China	Yujiang Hydropower Co. Ltd.	H	Wuni	35	06/07	04/08	06/09	- /12	119	152	200	205
Vaca	Belize	Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada	H	Marcal	12	02/07	02/08	10/09	12/11	70	225	200	220	0.20	(1)	0.75	(3')*	0.75	(12)	300	3000	94	31	(F)
Ulu Sepri (formerly Batu Hampar)	Malaysia	Jabatan Bekalan Air Negeri Sembilan	W	Batu Hampar	3	11/07	10/09	04/10	05/10	65	236	200	203		(3')		(10)		(10)	300	1200	65	120	(F)
Boqaata	Lebanon	Ministry of Energy and Water	W	Boqaata	6	07/12	04/15	12/16	12/21	72	222	200	255	V 0.80	(12)	0.80	(3')*	0.80	(3')*	300	300	90	0	(-)

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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.

Cenza

Full Dam Information

Details

Country: Spain

Owner: Iberdrola, S.A.

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m³x10³

Total volume: 225 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

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

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Fundão

Full Dam Information

Details

Country: Brazil

Owner: ELEJOR - Centrais Elétricas do Rio Jordão

Type: Gravity

Purpose(s): Hydropower

River: Jordao

Reservoir capacity: 34 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 445 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Yunkou

Full Dam Information

Details

Country: China

Owner: Yujiang Hydropower Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Wuni

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 06/09

End of Project: -/12

Specifications

Height: 119 metres

Length: 152 metres

Volume of RCC: 200 m³x10³

Total volume: 205 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Vaca

Full Dam Information

Details

Country: Belize

Owner: Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada

Type: Gravity

Purpose(s): Hydropower

River: Marcal

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 10/09

End of Project: 12/11

Specifications

Height: 70 metres

Length: 225 metres

Volume of RCC: 200 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
94

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

Ulu Sepri (formerly Batu Hampar)

Full Dam Information

Details

Country: Malaysia

Owner: Jabatan Bekalan Air Negeri Sembilan

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 65 metres

Length: 236 metres

Volume of RCC: 200 m³x10³

Total volume: 203 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
	RCC against precast concrete blocks

Spillway

Slope	Type
	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
65

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

Boqaata

Full Dam Information

Details

Country: Lebanon

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Water Supply

River: Boqaata

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 12/16

End of Project: 12/21

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 200 m³x10³

Total volume: 255 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.80

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	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

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