Dam Search Results
- Purposes: Environmental
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) | |||||||
| El Esparragal | Spain | Confederación Hidrográfica del Guadalquivir | E | Viar | 5 | - /02 | 05/03 | 08/03 | 03/04 | 21 | 383 | 62 | 89 | 0.30 | (3')* | 0.90 | (3')* | 0.90 | (3')* | 300 | 300 | 68 | 157 | (F) |
| Rio Rejo [H-F] | Peru | Yanacocha Mine | E | Rejo | 1 | - /02 | - /03 | - /03 | - /04 | 35 | 125 | 30 | 33 | 0.70 | (1)* | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 100 | 0 | (-) |
| Taiho auxiliary dam [H-F] | Japan | North Dam Integrated Control Office | E | Taiho | - /02 | - /03 | - /04 | - /05 | 30 | 110 | 34 | 1.20 | (12) | 1.20 | (12) | 250 | 500 1000 | (S) | ||||||
| Rio Grande [H-F] | Peru | Yanacocha Mine | E | Rio Grande | 1 | - /03 | - /04 | - /04 | - /05 | 45 | 98 | 72 | 77 | 0.70 | (1) | 0.70 | (1) | 0.70 | (1)* | 300 | 300 | 120 | 0 | (-) |
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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: Spain
Owner: Confederación Hidrográfica del Guadalquivir
Type: Gravity
Purpose(s): Environmental
River: Viar
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: 08/03
End of Project: 03/04
Specifications
Height: 21 metres
Length: 383 metres
Volume of RCC: 62 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 157 | Low-lime flyash (ASTM Class F) |

Details
Country: Peru
Owner: Yanacocha Mine
Type: Hardfill
Purpose(s): Environmental
River: Rejo
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 35 metres
Length: 125 metres
Volume of RCC: 30 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Japan
Owner: North Dam Integrated Control Office
Type: Hardfill
Purpose(s): Environmental
River: Taiho
Reservoir capacity: -
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 30 metres
Length: 110 metres
Volume of RCC: 34 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 500 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Ground-granulated blast-furnace slag | |

Details
Country: Peru
Owner: Yanacocha Mine
Type: Hardfill
Purpose(s): Environmental
River: Rio Grande
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/04
End of Project: -/05
Specifications
Height: 45 metres
Length: 98 metres
Volume of RCC: 72 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

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