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) | |||||||
| Monksville | USA | W | Wanaque | 27 | 05/85 | 03/86 | 08/86 | 11/86 | 48 | 670 | 219 | 232 | V | (1) | V 0.78 | (1) (17) | 0.78 | (1)* | 300 | 300 | 64 | 0 | (-) - | |
| Dona Francisca | Brazil | H | Jacuí | 63 | 08/98 | 06/99 | 10/00 | 12/00 | 63 | 670 | 485 | 503 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 300 | 300 | 72 | 18 | (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: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Wanaque
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: 05/85
Start of RCC: 05/85
End of RCC: 08/86
End of Project: 11/86
Specifications
Height: 48 metres
Length: 670 metres
Volume of RCC: 219 m3x103
Total volume: 232 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.78 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacuí
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 10/00
End of Project: 12/00
Specifications
Height: 63 metres
Length: 670 metres
Volume of RCC: 485 m3x103
Total volume: 503 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [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) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
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