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Volume: Volume of RCC: 160 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	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)
Inyaka	South Africa	W	Marite	123	01/96	06/97	10/00	03/02	53	350	160	327	V	(1)	0.68	(1)	0.68	(1)	250	250	60	120	(F)
Menghekou	China	F I R W	Menghe	11	- /05	- /06	- /07	- /08	78	215	160	249
Boussiaba	Algeria	W	Boussiaba	120	12/06	05/08	11/08	08/09	51	310	160	190	V	(2)		(1)		(1)	300	300	112	28	(F)
Güllübag	Turkey	H	Çoruh	21	05/09	02/11	06/11	02/12	72	97	160	175	V	(1)	0.50 0.70	(1) (1)	0.70	(12)	300	300	70	70	(F)
Ibn Hammad	Jordan	G W	Ibn Hammad	4	- /15	12/16	07/17	- /22	56	160	160	160	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	90 100	0 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.

Inyaka

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Marite

Reservoir capacity: 123 m³x10⁶

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 10/00

End of Project: 03/02

Specifications

Height: 53 metres

Length: 350 metres

Volume of RCC: 160 m³x10³

Total volume: 327 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.68	Traditional concrete against formwork

Spillway

Slope	Type
0.68	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
60

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

Menghekou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Menghe

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m³x10³

Total volume: 249 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

Boussiaba

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Boussiaba

Reservoir capacity: 120 m³x10⁶

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: 11/08

End of Project: 08/09

Specifications

Height: 51 metres

Length: 310 metres

Volume of RCC: 160 m³x10³

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
112

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

Güllübag

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Çoruh

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 06/11

End of Project: 02/12

Specifications

Height: 72 metres

Length: 97 metres

Volume of RCC: 160 m³x10³

Total volume: 175 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.50	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Ibn Hammad

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/22

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90
100

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

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