Dam Search Results
- Volume
- Volume of RCC: 17 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.
← Scroll the table horizontally to view its entire width →
| 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) | |||||||
| Ain al Koreima | Morocco | I | Akreuch | 1 | 06/87 | 09/87 | 02/88 | 03/88 | 26 | 124 | 17 | 20 | 0.20 | (5)* | 0.20 0.75 | (5) (17) | 0.60 | (1)* | 350 | 350 | 70 140 | 30 60 | (S) | |
| Spitskop | South Africa | I | Harts | 61 | 05/88 | 09/88 | 06/89 | 11/89 | 15 | 100 | 17 | 36 | V | (1) (15) | 0.70 | (15) | 0.70 | (1)* | 250 | 250 | 91 | 92 | (F) | |
← Scroll the table horizontally to view its entire width →
Search again
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): Irrigation
River: Akreuch
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/87
Start of RCC: 06/87
End of RCC: 02/88
End of Project: 03/88
Specifications
Height: 26 metres
Length: 124 metres
Volume of RCC: 17 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
| 0.75 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| 140 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Ground-granulated blast-furnace slag |
| 60 |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Harts
Reservoir capacity: 61 m3x106
Construction Dates
Start of Project: 05/88
Start of RCC: 05/88
End of RCC: 06/89
End of Project: 11/89
Specifications
Height: 15 metres
Length: 100 metres
Volume of RCC: 17 m3x103
Total volume: 36 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC supported by fill shoulders |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 92 | Low-lime flyash (ASTM Class F) |
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates