Dam Search Results
- Dimensions
- Height: 32 metres
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) | |||||||
| Nangankou | China | Dongqiao County | I | Zaoshui | 4 | - /69 | - /70 | - /71 | - /72 | 32 | 85 | |||||||||||||
| Los Canchales | Spain | Confederación Hidrográfica del Guadiana | F W | Lácara | 15 | 05/88 | 07/88 | 11/88 | 01/89 | 32 | 240 | 25 | 54 | V | (3) | 0.50 0.80 | (3)* (3)* | 0.50 | (1)* | 250 | 250 | 84 70 | 156 145 | (F) |
| Glen Melville | South Africa | Department of Water & Sanitation | W | Ecca | 7 | 02/88 | 04/89 | 12/90 | 04/91 | 32 | 380 | 66 | 114 | V | (1) | V 0.75 | (1) (1)* | 0.75 | (1)* | 330 | 330 | 65 | 65 | (F) |
| Choldocogagna (or Xoldokogaina) | France | CAPB (Communauté d'Agglomération Pays Basque) | W | Lessarte | 1 | 04/91 | 07/91 | 10/91 | 12/91 | 32 | 132 | 19 | 23 | 0.10 | (1) | 0.75 | (16) | 0.75 | (1)* | 300 | 300 | 110 | (R) | |
| Lower Molonglo Bypass Storage | Australia | Icon Water (formerly ACT Electricity and Water) | P | Unnamed creek | 1 | 02/94 | 06/94 | 08/94 | 11/94 | 32 | 120 | 22 | 27 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 96 | 64 | (F) |
| Cova da Mandioca | Brazil | CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba) | I W | Cova da Mandioca | 126 | 01/93 | 09/93 | 12/94 | 12/94 | 32 | 342 | 75 | 79 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 400 | 400 | 64 | 16 | (-) |
| Ano Mera [H-F] | Greece | Ministry of Agriculture | I W | Ano Mera | 1 | 04/93 | 03/95 | - /95 | - /97 | 32 | 170 | 49 | 64 | 0.50 | (13) | 0.50 | (10) | 0.50 | (1) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
| do Peixe | Brazil | CPEE (Companhia Paulista de Energia Elétrica) | H | do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) |
| Las Blancas | Mexico | CNA (Comisión Nacional del Agua) | I | Álomo & Soso | 124 | 08/98 | 03/99 | 12/99 | 11/00 | 32 | 2795 | 221 | 316 | V | (8) | V 0.75 | (7) (3)* | 0.75 | (1) | 300 | 300 | 100 | 100 | (F) |
| Steno [H-F] | Greece | Ministry of Agriculture | I W | Steno | 1 | 02/00 | 07/01 | 10/02 | 06/03 | 32 | 170 | 69 | 70 | 0.70 | (13) | 0.70 | (10) | 0.70 | (1) | 200 - 300 | 200 - 300 | 55 | 5 | (N) |
| Guaporé | Brazil | Tangará Energia S/A | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | ||||||||||||
| Picada | Brazil | L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda. | H | do Peixe | 8 | - /02 | - /03 | - /05 | - /06 | 32 | 97 | |||||||||||||
| Mosquitão | Brazil | Concessionária Mosquitão S/A | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | ||||||||||||
| Rodeio Bonito | Brazil | Velcan Energy Development Ltda. | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | |||||||||
| Palanquinho | Brazil | Serrana Energética S/A | H | das Antas | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | ||||||||
| Krayma | Morocco | Direction des Aménagements Hydrauliques | W | Tiyoughza | 3 | - /09 | - /10 | - /11 | - /12 | 32 | 170 | 45 | 53 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 120 100 | 0 | (-) | ||
| Ivan Botelho I (fomerly Antiga Ponte) | Brazil | Centrais Hidrelétricas Grapon S/A | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 | 273 | |||||||||||||
| 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) | |
| Rio do Peixe | Brazil | CPFL Energias Renovavies S.A. | H | do Peixe | - /18 | - /20 | - /21 | 07/22 | 32 | 300 | ||||||||||||||
| Guangshan | China | Large and medium sized Irrigation District Service Center of Qiannan Prefecture | I W | Qingshui | 1 | 04/20 | - /21 | - /22 | - /22 | 32 | 198 | V | (1) | V 1.00 | (1) (17) | none | (F) | |||||||
| Leon Hurse | USA | Upper Trinity Regional Water District | W | Sulphur | 00/00 | 00/00 | 00/00 | 00/00 | 32 | 215 | ||||||||||||||
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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: China
Owner: Dongqiao County
Type: Gravity
Purpose(s): Irrigation
River: Zaoshui
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/69
Start of RCC: -/69
End of RCC: -/71
End of Project: -/72
Specifications
Height: 32 metres
Length: 85 metres
Volume of RCC: -
Total volume: -
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 |
|---|---|

Details
Country: Spain
Owner: Confederación Hidrográfica del Guadiana
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Lácara
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: 05/88
Start of RCC: 05/88
End of RCC: 11/88
End of Project: 01/89
Specifications
Height: 32 metres
Length: 240 metres
Volume of RCC: 25 m3x103
Total volume: 54 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against formwork [stepped face] |
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 156 | Low-lime flyash (ASTM Class F) |
| 145 |

Details
Country: South Africa
Owner: Department of Water & Sanitation
Type: Gravity
Purpose(s): Water Supply
River: Ecca
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 02/88
Start of RCC: 02/88
End of RCC: 12/90
End of Project: 04/91
Specifications
Height: 32 metres
Length: 380 metres
Volume of RCC: 66 m3x103
Total volume: 114 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 330 | 330 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 65 | Low-lime flyash (ASTM Class F) |

Details
Country: France
Owner: CAPB (Communauté d'Agglomération Pays Basque)
Type: Gravity
Purpose(s): Water Supply
River: Lessarte
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 10/91
End of Project: 12/91
Specifications
Height: 32 metres
Length: 132 metres
Volume of RCC: 19 m3x103
Total volume: 23 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | ROLAC (mixture of flyash and slag with or without limestone fines) |

Details
Country: Australia
Owner: Icon Water (formerly ACT Electricity and Water)
Type: Gravity
Purpose(s): Pollution Control
River: Unnamed creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/94
Start of RCC: 02/94
End of RCC: 08/94
End of Project: 11/94
Specifications
Height: 32 metres
Length: 120 metres
Volume of RCC: 22 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba)
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Cova da Mandioca
Reservoir capacity: 126 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 12/94
End of Project: 12/94
Specifications
Height: 32 metres
Length: 342 metres
Volume of RCC: 75 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | No pozzolan used |

Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Ano Mera
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/93
Start of RCC: 04/93
End of RCC: -/95
End of Project: -/97
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 49 m3x103
Total volume: 64 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: CPEE (Companhia Paulista de Energia Elétrica)
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 120 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

Details
Country: Mexico
Owner: CNA (Comisión Nacional del Agua)
Type: Gravity
Purpose(s): Irrigation
River: Álomo & Soso
Reservoir capacity: 124 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 12/99
End of Project: 11/00
Specifications
Height: 32 metres
Length: 2795 metres
Volume of RCC: 221 m3x103
Total volume: 316 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |

Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Steno
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/00
Start of RCC: 02/00
End of RCC: 10/02
End of Project: 06/03
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 69 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 5 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Tangará Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 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 |
|---|---|

Details
Country: Brazil
Owner: L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 metres
Length: 97 metres
Volume of RCC: -
Total volume: -
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 |
|---|---|

Details
Country: Brazil
Owner: Concessionária Mosquitão S/A
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 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 |
|---|---|

Details
Country: Brazil
Owner: Velcan Energy Development Ltda.
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 01/10
Specifications
Height: 32 metres
Length: 223 metres
Volume of RCC: -
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.85 |
Spillway
| Slope | Type |
|---|---|
| 0.85 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: Serrana Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 32 metres
Length: 137 metres
Volume of RCC: 89 m3x103
Total volume: 103 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |

Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Water Supply
River: Tiyoughza
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 45 m3x103
Total volume: 53 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Brazil
Owner: Centrais Hidrelétricas Grapon S/A
Type: Gravity
Purpose(s): Hydropower
River: Pomba
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 32 metres
Length: 273 metres
Volume of RCC: -
Total volume: -
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 |
|---|---|

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: Brazil
Owner: CPFL Energias Renovavies S.A.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: -
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: 07/22
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
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 |
|---|---|

Details
Country: China
Owner: Large and medium sized Irrigation District Service Center of Qiannan Prefecture
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Qingshui
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/20
Start of RCC: 04/20
End of RCC: -/22
End of Project: -/22
Specifications
Height: 32 metres
Length: 198 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| none |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |

Details
Country: USA
Owner: Upper Trinity Regional Water District
Type: Gravity
Purpose(s): Water Supply
River: Sulphur
Reservoir capacity: -
Construction Dates
Start of Project: 00/00
Start of RCC: 00/00
End of RCC: 00/00
End of Project: 00/00
Specifications
Height: 32 metres
Length: 215 metres
Volume of RCC: -
Total volume: -
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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