Dam Search Results
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) | |||||||
| Copperfield | Australia | W | Copperfield | 20 | 12/83 | 05/84 | 09/84 | 09/84 | 40 | 340 | 140 | 156 | V | (3) | V 0.90 | (3) (17) | 0.80 | (1) | 300 | 300 | 80 | 30 | (F) | |
| Craigbourne | Australia | 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) | ||
| Wright’s Retarding Basin | Australia | F | Point Hut Creek | 1 | 01/89 | 06/89 | 08/89 | 10/89 | 18 | 86 | 9 | 9 | V | (7) | 1.00 | (16) | 1.00 | (13) | 300 | 300 | 145 | 73 | (F) | |
| New Victoria | Australia | W | Munday Brook | 10 | 08/90 | 03/91 | 08/91 | 11/91 | 52 | 285 | 121 | 135 | V | (14) | 0.325 0.80 | (14)* (14)* | 0.325 0.80 | (14)* (14)* | 300 | 300 | 79 | 160 | (F) | |
| Kroombit | Australia | G I | Kroombit Creek | 13 | 03/92 | 06/92 | 10/92 | 12/92 | 26 | 250 | 84 | 110 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 | 300 | 82 | 107 | (F) | |
| Burton Gorge | Australia | W | Isaac | 20 | 07/92 | 09/92 | 11/92 | 12/92 | 26 | 285 | 64 | 68 | V 1.00 | (8) (17) | 0.80 1.00 | (3)* (17) | 0.80 | (13)* | 300 | 300 | 85 | 0 | (-) - | |
| Lower Molonglo Bypass Storage | Australia | 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) | |
| Loyalty Road flood retarding basin | Australia | F | Darling Mills Creek | 06/95 | 12/95 | 04/96 | 08/96 | 30 | 111 | 20 | 22 | V | (7) | 0.80 | (7) | 0.80 | (7) | 300 | 300 | 80 | 0 | (S) | ||
| Cadiangullong | Australia | W | Cadiangullong Creek | 4 | 11/96 | 05/97 | 12/97 | 03/98 | 43 | 356 | 114 | 123 | V | (3') | 0.75 | (1)* (3')* | 0.75 | (1)* | 300 | 300 | 90 | 90 | (F) | |
| Paradise (formerly Burnett River) | Australia | F I | Burnett | 300 | 11/03 | 06/04 | 09/05 | 11/05 | 50 | 940 | 400 | 400 | V | (8) | 0.64 | (3)* | 0.64 | (1)* | 310 | 310 | 63 | 0 | (-) - | |
| Meander | Australia | 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 | (-) - | |
| North Para | Australia | F | North Para | 1 | 11/06 | 06/07 | 09/07 | - /07 | 33 | 206 | 50 | 50 | V | (3') | (3')* | (3')* | 300 | 300 | 60 | 160 | (F) | |||
| Wyaralong | Australia | W | Teviot Brook | 1 | 09/09 | 04/10 | 12/10 | 06/11 | 48 | 464 | 173 | (1) | (1) | (1) | 300 | 300 | 85 | 85 | (F) | |||||
| Enlarged Cotter | Australia | W | Cotter | 78 | 10/09 | 08/11 | 12/12 | 08/13 | 87 | 350 | 369 | 400 | V | (3') | 0.75 | (3') | 0.75 | (3')* | 300 400 | 300 400 | 75 | 120 | (F) | |
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Search again
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.
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Copperfield
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 12/83
Start of RCC: 12/83
End of RCC: 09/84
End of Project: 09/84
Specifications
Height: 40 metres
Length: 340 metres
Volume of RCC: 140 m3x103
Total volume: 156 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
| 0.90 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
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) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Point Hut Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 08/89
End of Project: 10/89
Specifications
Height: 18 metres
Length: 86 metres
Volume of RCC: 9 m3x103
Total volume: 9 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 1.00 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 145 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 73 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Munday Brook
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 08/90
Start of RCC: 08/90
End of RCC: 08/91
End of Project: 11/91
Specifications
Height: 52 metres
Length: 285 metres
Volume of RCC: 121 m3x103
Total volume: 135 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.325 | Slip-formed/extruded facing elements [stepped face] |
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.325 | Slip-formed/extruded facing elements [stepped face] |
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 79 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Kroombit Creek
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 250 metres
Volume of RCC: 84 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 107 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Isaac
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 07/92
Start of RCC: 07/92
End of RCC: 11/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 285 metres
Volume of RCC: 64 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
| 1.00 | Unformed face of RCC |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | 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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |

Details
Country: Australia
Owner: -
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) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Darling Mills Creek
Reservoir capacity: -
Construction Dates
Start of Project: 06/95
Start of RCC: 06/95
End of RCC: 04/96
End of Project: 08/96
Specifications
Height: 30 metres
Length: 111 metres
Volume of RCC: 20 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Ground-granulated blast-furnace slag |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Cadiangullong Creek
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 11/96
Start of RCC: 11/96
End of RCC: 12/97
End of Project: 03/98
Specifications
Height: 43 metres
Length: 356 metres
Volume of RCC: 114 m3x103
Total volume: 123 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 90 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Burnett
Reservoir capacity: 300 m3x106
Construction Dates
Start of Project: 11/03
Start of RCC: 11/03
End of RCC: 09/05
End of Project: 11/05
Specifications
Height: 50 metres
Length: 940 metres
Volume of RCC: 400 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.64 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.64 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 310 | 310 |
Cementitious material
| Cement (kg/m3) |
|---|
| 63 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |

Details
Country: Australia
Owner: -
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 - |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: North Para
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 11/06
Start of RCC: 11/06
End of RCC: 09/07
End of Project: -/07
Specifications
Height: 33 metres
Length: 206 metres
Volume of RCC: 50 m3x103
Total volume: 50 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 |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 160 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Teviot Brook
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/09
Start of RCC: 09/09
End of RCC: 12/10
End of Project: 06/11
Specifications
Height: 48 metres
Length: 464 metres
Volume of RCC: 173 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Cotter
Reservoir capacity: 78 m3x106
Construction Dates
Start of Project: 10/09
Start of RCC: 10/09
End of RCC: 12/12
End of Project: 08/13
Specifications
Height: 87 metres
Length: 350 metres
Volume of RCC: 369 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |

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