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) | |||||||
| 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) | |
| 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 | (-) - | |
| Sanliping [A] | China | F H | Nanhe | 499 | - /07 | 05/08 | - /10 | - /11 | 133 | 285 | 390 | (1) | (1) | (1) | ||||||||||
| Santo Antonio | Brazil | H | Rio Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | ||||||||||||
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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.
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): 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: China
Owner: -
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Nanhe
Reservoir capacity: 499 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 133 metres
Length: 285 metres
Volume of RCC: -
Total volume: 390 m3x103
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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 44 metres
Length: 285 metres
Volume of RCC: 81 m3x103
Total volume: 105 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 |
|---|---|
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