Dam Search Results
- Total Volume: 220 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) | |||||||
| Gantangping | China | Hydropower Bureau, Lanshan County | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | |||||||||||
| La Puebla de Cazalla | Spain | Confederación Hidrográfica del Guadalquivir | I | Corbones | 74 | 03/88 | 08/89 | 10/91 | 12/91 | 71 | 220 | 205 | 220 | V 0.20 | (3) (3) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 80 | 130 | (F) |
| Yanwangbizi | China | Chaoyang Water Conservancy Bureau | F H I W | Daling | 217 | - /96 | - /97 | - /01 | - /02 | 35 | 383 | 87 | 220 | 64 | 118 | (F) | ||||||||
| Fundão | Brazil | ELEJOR - Centrais Elétricas do Rio Jordão | H | Jordao | 34 | - /01 | - /03 | - /04 | - /05 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | ||||||
| Vaca | Belize | Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 225 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 94 | 31 | (F) |
| Lithaios [H-F] | Greece | Trikala Prefecture | I | Lithaios | 06/03 | 11/11 | 12/14 | 07/20 | 32 | 526 | 160 | 220 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 50 | 10 | (N) | |
| Baghan | Iran | Boushehr Water Authority | F I W | Baghan | 32 | - /14 | - /18 | - /22 | - /25 | 58 | 311 | 220 | ||||||||||||
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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: China
Owner: Hydropower Bureau, Lanshan County
Type: Gravity
Purpose(s): Hydropower
River: Yonghe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/84
Start of RCC: -/84
End of RCC: -/88
End of Project: -/90
Specifications
Height: 52 metres
Length: 180 metres
Volume of RCC: -
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: Spain
Owner: Confederación Hidrográfica del Guadalquivir
Type: Gravity
Purpose(s): Irrigation
River: Corbones
Reservoir capacity: 74 m3x106
Construction Dates
Start of Project: 03/88
Start of RCC: 03/88
End of RCC: 10/91
End of Project: 12/91
Specifications
Height: 71 metres
Length: 220 metres
Volume of RCC: 205 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
| 0.20 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: Chaoyang Water Conservancy Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Daling
Reservoir capacity: 217 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/01
End of Project: -/02
Specifications
Height: 35 metres
Length: 383 metres
Volume of RCC: 87 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 118 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: ELEJOR - Centrais Elétricas do Rio Jordão
Type: Gravity
Purpose(s): Hydropower
River: Jordao
Reservoir capacity: 34 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 43 metres
Length: 445 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | Natural pozzolan (ASTM Class N) |
Details
Country: Belize
Owner: Belize Electric Company Ltd (BECOL) and A. Fortis Company, Canada
Type: Gravity
Purpose(s): Hydropower
River: Marcal
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 10/09
End of Project: 12/11
Specifications
Height: 70 metres
Length: 225 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 31 | Low-lime flyash (ASTM Class F) |
Details
Country: Greece
Owner: Trikala Prefecture
Type: Hardfill
Purpose(s): Irrigation
River: Lithaios
Reservoir capacity: -
Construction Dates
Start of Project: 06/03
Start of RCC: 06/03
End of RCC: 12/14
End of Project: 07/20
Specifications
Height: 32 metres
Length: 526 metres
Volume of RCC: 160 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |
Details
Country: Iran
Owner: Boushehr Water Authority
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Baghan
Reservoir capacity: 32 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/22
End of Project: -/25
Specifications
Height: 58 metres
Length: 311 metres
Volume of RCC: -
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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