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Volume: Volume of RCC: 150 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)
Urdalur	Spain	W	Alzania	5	03/90	08/91	07/92	10/92	58	396	150	240	V	(1)	0.75	(3)*	0.75	(3)*	300	300	72	108	(F)
Joumoua	Morocco	W	Joumoua	7	07/89	06/90	11/92	12/92	57	250	150	200	0.20	(5)	0.80	(1)*	0.80	(1)*	350	350	105 180	45 0	(-) -
Nandoni (formerly Mutoti)	South Africa	I W	Luvuvhu	164	04/98	12/99	08/03	04/04	47	392	150	316	V	(1)	0.75	(1)	0.75	(1)*	250	250	54	129	(F)
Pingban	China	H	Nanpan	278	12/01	- /02	- /04	07/05	62	396	150	700	V	(3')	0.70	(3')	ogee	(12)	300	300			(F)
Adigüzel II	Turkey	H	Büyük Menderes	15	- /12	- /13	- /14	- /15	61	145	150

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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.

Urdalur

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 240 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
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)
72

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

Joumoua

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m³x10³

Total volume: 200 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
105
180

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

Nandoni (formerly Mutoti)

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Luvuvhu

Reservoir capacity: 164 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/03

End of Project: 04/04

Specifications

Height: 47 metres

Length: 392 metres

Volume of RCC: 150 m³x10³

Total volume: 316 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
54

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

Pingban

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nanpan

Reservoir capacity: 278 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: -/04

End of Project: 07/05

Specifications

Height: 62 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 700 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Adigüzel II

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Büyük Menderes

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 61 metres

Length: 145 metres

Volume of RCC: 150 m³x10³

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

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