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Volume: Volume of RCC: 25 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)
Rouidat Amont (formerly Rwedat) [H-F]	Morocco	Direction des Aménagements Hydrauliques	I W	Rouidat	3	05/87	09/87	10/88	12/88	24	125	25	27	0.40	(7)*	0.40	(7)*	0.40	(1)*	400	400	100	15	(N)
Los Canchales	Spain	Confederación Hidrográfica del Guadiana	F W	Lácara	15	05/88	07/88	11/88	01/89	32	240	25	54	V	(3)	0.50 0.80	(3)* (3)*	0.50	(1)*	250	250	84 70	156 145	(F)
Burguillos del Cerro	Spain	Junta de Extremadura	W	Ribera de los Montes	3	12/90	05/91	09/91	12/91	24	167	25	33	V	(14)	0.13 0.60	(14)*	0.60	(13)*	300	300	80	135	(F)
Xibingxi [A-G]	China	Department of Electric Power, Lonyan City, Fujian Province	H W	Longshanxi	9	08/93	12/94	07/95	10/95	64	93	25	33	V 0.08	(4) (4)	0.65	(3)	ogee 0.65	(13)	300 - 350	300 - 350	80 79	120 105	(F)
Thornton Gap (Tollway)	USA	MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)	F	-	1	02/10	06/11	09/11	11/11	35	69	25	25	V	(3')		(3')*			300	300	48	79	(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.

Rouidat Amont (formerly Rwedat)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rouidat

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Downstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Spillway

Slope	Type
0.40	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
100

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

Los Canchales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.50	RCC against formwork [stepped face]
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
84
70

Pozzolan (kg/m³)	Pozzolan Type
156	Low-lime flyash (ASTM Class F)
145

Burguillos del Cerro

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.13	Slip-formed/extruded facing elements [stepped face]
0.60

Spillway

Slope	Type
0.60	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Xibingxi

Full Dam Information

Details

Country: China

Owner: Department of Electric Power, Lonyan City, Fujian Province

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane
0.08	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.65	RCC against formwork

Spillway

Slope	Type
ogee	Reinforced concrete cast against precast units or slip-formed facing elements
0.65

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
350	350

Cementitious material

Cement (kg/m³)
80
79

Pozzolan (kg/m³)	Pozzolan Type
120	Low-lime flyash (ASTM Class F)
105

Thornton Gap (Tollway)

Full Dam Information

Details

Country: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m³x10³

Total volume: 25 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
48

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

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