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Volume: Volume of RCC: 85 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)
Guilman-Amorin	Brazil	Arcelor Mittal Brasil S.A.	H	Piracicaba	12	- /93	- /95	- /96	10/97	41	143	85	102							300	300	80	20	(N)
Meander	Australia	Rivers and Water Supply Commission, Tasmania	I W	Meander	43	01/06	01/07	08/07	12/07	47	180	85	85	V	(4)	0.70	(10)	0.70	(10)	300	300	70	0	(-)
Picachos	Mexico	CNA (Comisión Nacional del Agua)	I W	Presidio	322	02/07	09/07	- /08	- /09	85	256	85		V 0.15	(12) (12)	0.85	(12)	0.85	(12)	300	3000	50	45	(S)
Sehb el Merga	Morocco	Direction des Aménagements Hydrauliques	F I W	Sehb el Merga	7	06/07	- /08	- /09	- /10	37	480	85	95	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65	25	(N)
Lavrinha	Brazil	BME	H	Paraiba do Sul		12/07	- /09	- /10	- /11	28		85
Huanza	Peru	Empresa de Generacion Huanza	H	Pallca		- /10	- /12	- /13	- /14	38		85
Akçakoca	Turkey	DSI - State Hydraulic Works	I W	Sarma	2	01/13	05/15	10/16	- /17	66	148	85	130	0.10	(1)	0.80	(1)	0.80	(12)	300

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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.

Guilman-Amorin

Full Dam Information

Details

Country: Brazil

Owner: Arcelor Mittal Brasil S.A.

Type: Gravity

Purpose(s): Hydropower

River: Piracicaba

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/96

End of Project: 10/97

Specifications

Height: 41 metres

Length: 143 metres

Volume of RCC: 85 m³x10³

Total volume: 102 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)
80

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

Meander

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission, Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork with external geomembrane

Downstream

Slope	Type
0.70	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Picachos

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Presidio

Reservoir capacity: 322 m³x10⁶

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: 85 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast after RCC placement
0.15	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
45	Ground-granulated blast-furnace slag

Sehb el Merga

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Sehb el Merga

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)
300	300

Cementitious material

Cement (kg/m³)
65

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

Lavrinha

Full Dam Information

Details

Country: Brazil

Owner: BME

Type: Gravity

Purpose(s): Hydropower

River: Paraiba do Sul

Reservoir capacity: -

Construction Dates

Start of Project: 12/07

Start of RCC: 12/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 28 metres

Length: -

Volume of RCC: 85 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

Huanza

Full Dam Information

Details

Country: Peru

Owner: Empresa de Generacion Huanza

Type: Gravity

Purpose(s): Hydropower

River: Pallca

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/13

End of Project: -/14

Specifications

Height: 38 metres

Length: -

Volume of RCC: 85 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

Akçakoca

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/17

Specifications

Height: 66 metres

Length: 148 metres

Volume of RCC: 85 m³x10³

Total volume: 130 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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