Dam Search Results
- Volume
- Volume of RCC: 9 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) | |||||||
| 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) | |
| Trout Creek | USA | I R | Trout Creek | 1 | 08/99 | 04/00 | 05/00 | 07/00 | 31 | 38 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 163 | 0 | (-) - | |
| Safad | UAE | G I | 1 | - /00 | 05/01 | 06/01 | - /01 | 19 | 100 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | ||
| Moínho | Brazil | H | Bernado Jose | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 9 | 25 | 68 | 17 | (N) | ||||||||||
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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): 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: USA
Owner: -
Type: Gravity
Purpose(s): Irrigation / Recreation
River: Trout Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 05/00
End of Project: 07/00
Specifications
Height: 31 metres
Length: 38 metres
Volume of RCC: 9 m3x103
Total volume: 10 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) |
|---|
| 163 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 06/01
End of Project: -/01
Specifications
Height: 19 metres
Length: 100 metres
Volume of RCC: 9 m3x103
Total volume: 10 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 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bernado Jose
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 22 metres
Length: -
Volume of RCC: 9 m3x103
Total volume: 25 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 17 | Natural pozzolan (ASTM Class N) |
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