Dam Search Results

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Volume: Volume of RCC: 22 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)
Craigbourne	Australia	Rivers and Water Supply Commission of Tasmania	I W	Coal	13	01/86	04/86	06/86	08/86	25	247	22	24	V	(7)	1.00	(17)	separate		300	300	70	60	(F)
Los Morales	Spain	Confederación Hidrográfica del Tajo	W	Morales	2	06/86	02/87	10/87	12/87	28	200	22	26	V	(1) (3)	0.75	(3)*	0.75	(1)	300 - 400	300 - 400	80 74	140 128	(F)
Alan Henry Spillway	USA	Brazos River Authority	W	Double Mountain Fork	140	03/91	12/91	04/92	- /93	25	84	22	23	V	(13)	1.10	(17)	ogee	(1)	300	300	119	59	(F)
Lower Molonglo Bypass Storage	Australia	Icon Water (formerly ACT Electricity and Water)	P	Unnamed creek	1	02/94	06/94	08/94	11/94	32	120	22	27	V	(1)	0.80	(1)*	0.80	(1)*	300	300	96	64	(F)
Itiquira I	Brazil	Itiquira Energética SA	H	Itiquira		- /00	- /01	- /02	- /03	15		22
Khasooye	Iran	Fars Regional Water Authority	I	Tang Charkhi	15	- /03	- /05	- /06	- /08	19	160	22	28
São Pedro	Brazil	São Pedro Energia S/A	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Göle Durançam	Turkey	DSI - State Hydraulic Works	I	Kür Çayı	37	- /16	- /19	- /23	- /24	22	107	22		V		0.70

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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.

Craigbourne

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission of Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m³x10³

Total volume: 24 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
1.00	Unformed face of RCC

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Los Morales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
400	400

Cementitious material

Cement (kg/m³)
80
74

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
128

Alan Henry Spillway

Full Dam Information

Details

Country: USA

Owner: Brazos River Authority

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m³x10³

Total volume: 23 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
1.10	Unformed face of RCC

Spillway

Slope	Type
ogee	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
119

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

Lower Molonglo Bypass Storage

Full Dam Information

Details

Country: Australia

Owner: Icon Water (formerly ACT Electricity and Water)

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m³x10³

Total volume: 27 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
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
96

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

Itiquira I

Full Dam Information

Details

Country: Brazil

Owner: Itiquira Energética SA

Type: Gravity

Purpose(s): Hydropower

River: Itiquira

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 15 metres

Length: -

Volume of RCC: 22 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

Khasooye

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Authority

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 m³x10³

Total volume: 28 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

São Pedro

Full Dam Information

Details

Country: Brazil

Owner: São Pedro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jacu Braço Norte

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 30 metres

Length: 140 metres

Volume of RCC: 22 m³x10³

Total volume: 35 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

Göle Durançam

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kür Çayı

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 22 metres

Length: 107 metres

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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