Dam Search Results
- Volume
- Volume of RCC: 590 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) | |||||||
| Urugua-i | Argentina | H | Urugua-i | 1175 | 10/85 | 04/88 | 04/89 | - /89 | 77 | 687 | 590 | 626 | V | (6) | 0.80 | (17) | 0.80 | (1) | 400 | 400 | 60 | 0 | (-) - | |
| Hassan II (formerly Sidi Said) | Morocco | F I W | Moulouya | 400 | 02/01 | 03/03 | 04/04 | 03/05 | 115 | 577 | 590 | 690 | V | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 65 80 | 15 20 | (N) | |
| Wadi Dayqah | Oman | W | Wadi Dayqah | 100 | 08/06 | 01/08 | 04/09 | 11/09 | 75 | 410 | 590 | 650 | V | (3') | 0.75 | (3')* | 0.75 | (3')* | 300 | 1200 | 126 112 | 54 48 | (M) | |
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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: Argentina
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Urugua-i
Reservoir capacity: 1175 m3x106
Construction Dates
Start of Project: 10/85
Start of RCC: 10/85
End of RCC: 04/89
End of Project: -/89
Specifications
Height: 77 metres
Length: 687 metres
Volume of RCC: 590 m3x103
Total volume: 626 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Moulouya
Reservoir capacity: 400 m3x106
Construction Dates
Start of Project: 02/01
Start of RCC: 02/01
End of RCC: 04/04
End of Project: 03/05
Specifications
Height: 115 metres
Length: 577 metres
Volume of RCC: 590 m3x103
Total volume: 690 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
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) |
|---|
| 65 |
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
| 20 |
Details
Country: Oman
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Wadi Dayqah
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 08/06
Start of RCC: 08/06
End of RCC: 04/09
End of Project: 11/09
Specifications
Height: 75 metres
Length: 410 metres
Volume of RCC: 590 m3x103
Total volume: 650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 126 |
| 112 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 54 | Milled sand |
| 48 |
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