Dam Search Results
- Volume
- Volume of RCC: 121 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) | |||||||
| 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) | |
| Duck River | USA | W | Duck | 31 | 01/14 | - /15 | 09/15 | - /16 | 41 | 90 | 121 | 128 | 0.10 | (1) (3) | 1.00 | (1')* (3')* | 300 | 300 | 107 | 55 | (F) | |||
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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: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Duck
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: 01/14
Start of RCC: 01/14
End of RCC: 09/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 90 metres
Volume of RCC: 121 m3x103
Total volume: 128 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
| RCC against formwork |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork (GEVR/GE-RCC) [stepped face] |
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 107 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |
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