Dam Search Results

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Volume: Volume of RCC: 42 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)
Middle Fork	USA	F W	Middle Fork	1	05/84	07/84	09/84	11/84	38	125	42	43	V	(1)	0.80	(1)*	conduit		300	300	66	0	(-) -
Pedras Altas	Brazil	F I R W	Itapicuru		- /00	- /00	- /01	- /01	24	1090	42	60							300	300	34	41	(-) -
Amata	Mexico	I	San Lorenzo	14	11/03	11/04	04/05	06/05	30	218	42	60	V 1.00	(8)	1.00	(3)*	1.00	(12)	300	300	120	0	(-) -
Plano Alto	Brazil	H		1	- /06	- /07	- /07	02/08	38	173	42	78	V		0.75		0.75				72	19	(N)
Marco Balbo	Brazil	H			- /10	- /10	- /10	- /10	30		42	73
Água Limpa	Brazil	H	Palmeiras	10	- /11	- /11	- /12	- /12	38	65	42

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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.

Middle Fork

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
66

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

Pedras Altas

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Itapicuru

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 42 m³x10³

Total volume: 60 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)
34

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

Amata

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: San Lorenzo

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 04/05

End of Project: 06/05

Specifications

Height: 30 metres

Length: 218 metres

Volume of RCC: 42 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane
1.00

Downstream

Slope	Type
1.00	RCC against formwork [stepped face]

Spillway

Slope	Type
1.00	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

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

Plano Alto

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 38 metres

Length: 173 metres

Volume of RCC: 42 m³x10³

Total volume: 78 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

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

Marco Balbo

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/10

End of Project: -/10

Specifications

Height: 30 metres

Length: -

Volume of RCC: 42 m³x10³

Total volume: 73 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

Água Limpa

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Palmeiras

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/12

End of Project: -/12

Specifications

Height: 38 metres

Length: 65 metres

Volume of RCC: 42 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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