Dam Search Results
- Total Volume: 243 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) | |||||||
| R’Mel (formerly Tanger-Med) | Morocco | F W | R’Mel | 25 | 05/05 | 06/06 | 06/07 | 10/07 | 79 | 250 | 230 | 243 | V | (11) | 0.75 | (1) | 0.75 | (1) | 300 | 3000 | 100 90 | 0 0 | (-) - | |
| Muskrat Falls North Dam | Canada | H | Churchill | 08/15 | 07/17 | 09/18 | 07/19 | 39 | 450 | 208 | 243 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 3000 & 1500 | 80 | 140 | (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: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: R’Mel
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 05/05
Start of RCC: 05/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 79 metres
Length: 250 metres
Volume of RCC: 230 m3x103
Total volume: 243 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
Details
Country: Canada
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Churchill
Reservoir capacity: -
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 09/18
End of Project: 07/19
Specifications
Height: 39 metres
Length: 450 metres
Volume of RCC: 208 m3x103
Total volume: 243 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 & |
| 1500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |
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