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Reservoir Capacity: 27 m³x10⁶

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)
Kengkou	China	H W	Youxi	27	11/84	11/85	04/86	11/86	57	123	43	62	V	(9)	0.75	(10)	0.75	(13)	250 & 500	250 & 500	60 60	120 80	(F)
Monksville	USA	W	Wanaque	27	05/85	03/86	08/86	11/86	48	670	219	232	V	(1)	V 0.78	(1) (17)	0.78	(1)*	300	300	64	0	(-) -
Camará	Brazil	W	Riachäo	27	05/00	09/01	06/02	- /02	56	296			V	(1)	0.80	(1)			300	300	80	0	(-) -
Passo do Meio	Brazil	H	das Antas	27	- /07	- /08	- /09	- /10	31	110
Braamhoek	South Africa	H	Braamhoekspruit	27	04/08	06/09	06/10	02/11	37	330	90	98	V	(3')	0.67	(3')*	0.67	(3')*	300	1200	70	95	(F)
Narli	Turkey	H	Göksu	27	- /16	- /17	- /18	- /19	47	153	49	68		(14)		(14)			300	300	65	50	(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.

Kengkou

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m³x10³

Total volume: 62 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with hot poured membrane

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
250 &	250 &
500	500

Cementitious material

Cement (kg/m³)
60
60

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
80

Monksville

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m³x10³

Total volume: 232 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.78	Unformed face of RCC

Spillway

Slope	Type
0.78	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Camará

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Riachäo

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 06/02

End of Project: -/02

Specifications

Height: 56 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Passo do Meio

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 31 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

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

Braamhoek

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Braamhoekspruit

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 06/10

End of Project: 02/11

Specifications

Height: 37 metres

Length: 330 metres

Volume of RCC: 90 m³x10³

Total volume: 98 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
70

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

Narli

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Göksu

Reservoir capacity: 27 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 47 metres

Length: 153 metres

Volume of RCC: 49 m³x10³

Total volume: 68 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Slip-formed/extruded facing elements

Downstream

Slope	Type
	Slip-formed/extruded facing elements

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

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