Dam Search Results
- Reservoir Capacity: 5 m3x106
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) | |||||||
| Shiramizugawa | Japan | Yamagata Prefecture | F I | Shiromizu | 5 | 10/84 | 10/85 | 06/88 | 04/90 | 55 | 367 | 142 | 314 | V | (1) | 0.80 | (1) | 0.80 | (1) | 150 - 200 | 500 | 96 | 24 | (F) |
| Asahi Ogawa | Japan | Toyama Prefecture | F H | Ogawa | 5 | 03/83 | 05/86 | 06/88 | 06/90 | 84 | 260 | 268 | 361 | V 0.90 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) |
| Vadeni | Romania | Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch | H | Jiu | 5 | 03/86 | 05/88 | 10/88 | 10/92 | 25 | 55 | 14 | 17 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) | ||
| Dodairagawa | Japan | Gunma Prefecture | F W | Kabura | 5 | 03/86 | 06/88 | 01/90 | 03/92 | 70 | 300 | 167 | 350 | V 0.40 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 180 | 500 | 96 | 24 | (F) |
| Urdalur | Spain | Confederación Hidrográfica del Ebro | W | Alzania | 5 | 03/90 | 08/91 | 07/92 | 10/92 | 58 | 396 | 150 | 240 | V | (1) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 72 | 108 | (F) |
| Miyatoko | Japan | Miyagi Prefecture | F W | Miyatoko | 5 | 06/89 | 06/90 | 12/93 | 01/97 | 48 | 256 | 172 | 280 | 0.60 | (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) |
| Sep | France | Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM) | I | Sep | 5 | 04/93 | 09/93 | 01/94 | 03/94 | 46 | 145 | 49 | 58 | V | (11) | 0.72 | (16) | 0.72 | (3)* | 300 | 300 | 120 | (R) | |
| Xiaoxihe | China | Department of Electricity, Feng Shun County | H I | Xiaoxihe | 5 | - /99 | - /00 | - /01 | - /02 | 62 | 103 | 47 | 66 | (F) | ||||||||||
| Junxi II [A] | China | Longquan City Bureau of Hydropower | H | Junxi | 5 | - /00 | - /01 | - /02 | - /03 | 69 | 192 | |||||||||||||
| Ahl Souss (formely Ait M’Zal) | Morocco | Direction des Aménagements Hydrauliques | I W | Izig | 5 | 11/01 | 01/03 | 05/03 | 01/04 | 49 | 222 | 50 | 27 | 0.20 | (1) | 0.80 | (1)* | 0.85 | (12) | 300 | 300 | 80 100 | 0 0 | (-) |
| 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) |
| Cachoeira Grande | Brazil | EMBASA (Empresa Baiana de Aguas e Saneamento S.A.) | H I | Sapucaia | 5 | - /04 | - /04 | - /05 | - /05 | 16 | 207 | 15 | ||||||||||||
| Serra Preta | Brazil | EMBASA (Empresa Baiana de Aguas e Saneamento S/A) | W | Gaviãozinho | 5 | - /05 | - /05 | - /07 | - /08 | 34 | 154 | 44 | 51 | V | 0.80 | 0.80 | 80 | 20 | (N) | |||||
| Alto Irani [H-F] | Brazil | CPFL Renovaveis | H | Irani | 5 | - /07 | - /07 | - /08 | - /08 | 45 | 243 | 14 | 20 | 2.50 | 2 | 2 | ||||||||
| El Platanal (formerly Capillucas) | Peru | Cementos Lima S.A. | H | Canete | 5 | 01/07 | 10/08 | 04/09 | 10/09 | 34 | 60 | 75 | 75 | 0.375 | (3') | 0.75 | (3')* | 300 | 300 | 65 | 90 | (N) | ||
| Boa Fé | Brazil | Boa Fé Energética S.A. | H | Carreiro | 5 | - /10 | - /10 | - /11 | - /11 | 26 | 198 | 32 | 58 | |||||||||||
| Karakuz | Turkey | Derin Enerji Uretim San. Ve Tic. A.S. | H | Kökün | 5 | - /12 | - /13 | - /14 | - /15 | 45 | 162 | 400 | ||||||||||||
| Belo Monte | Brazil | Norte Energia S.A. | H | Xingu | 5 | - /11 | - /13 | - /16 | - /20 | 74 | 680 | 63 | 2208 | V | 1.20 | separate | ||||||||
| Senhora do Porto | Brazil | PCH Senhora do Porto S.A | H | Guanhães | 5 | - /14 | - /16 | - /17 | - /18 | 41 | 167 | |||||||||||||
| Yeşilvadi (Beylerderesi) | Turkey | DSI - State Hydraulic Works | I | Beyler | 5 | - /16 | - /17 | - /18 | - /19 | 39 | 249 | 170 | V | (1) | 1.00 | (1) | 330 | 330 | 93 | 62 | (F) | |||
| Kapiçay | Turkey | DSI - State Hydraulic Works | H I | Basgöz | 5 | - /14 | - /18 | - /22 | - /24 | 50 | 136 | 126 | V | (1) | 0.80 | (1) | 300 | 84 | 56 | |||||
| Dongyang [H-F] | China | Dongyanggou | 5 | 05/22 | - /23 | - /24 | - /25 | 67 | 136 | |||||||||||||||
| Lower Chatkal | Uzbekistan | JSC Uzbekgidroenergo | H | Chatkal | 5 | - /23 | - /25 | - /26 | - /27 | 60 | 270 | |||||||||||||
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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: Japan
Owner: Yamagata Prefecture
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Shiromizu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 10/84
Start of RCC: 10/84
End of RCC: 06/88
End of Project: 04/90
Specifications
Height: 55 metres
Length: 367 metres
Volume of RCC: 142 m3x103
Total volume: 314 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 150 - | 500 |
| 200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Toyama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Ogawa
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/83
Start of RCC: 03/83
End of RCC: 06/88
End of Project: 06/90
Specifications
Height: 84 metres
Length: 260 metres
Volume of RCC: 268 m3x103
Total volume: 361 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.90 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

Details
Country: Romania
Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch
Type: Gravity
Purpose(s): Hydropower
River: Jiu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 10/88
End of Project: 10/92
Specifications
Height: 25 metres
Length: 55 metres
Volume of RCC: 14 m3x103
Total volume: 17 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 900 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Japan
Owner: Gunma Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Kabura
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 01/90
End of Project: 03/92
Specifications
Height: 70 metres
Length: 300 metres
Volume of RCC: 167 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

Details
Country: Spain
Owner: Confederación Hidrográfica del Ebro
Type: Gravity
Purpose(s): Water Supply
River: Alzania
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 07/92
End of Project: 10/92
Specifications
Height: 58 metres
Length: 396 metres
Volume of RCC: 150 m3x103
Total volume: 240 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 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 108 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Miyagi Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Miyatoko
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 06/89
Start of RCC: 06/89
End of RCC: 12/93
End of Project: 01/97
Specifications
Height: 48 metres
Length: 256 metres
Volume of RCC: 172 m3x103
Total volume: 280 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |

Details
Country: France
Owner: Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)
Type: Gravity
Purpose(s): Irrigation
River: Sep
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 04/93
Start of RCC: 04/93
End of RCC: 01/94
End of Project: 03/94
Specifications
Height: 46 metres
Length: 145 metres
Volume of RCC: 49 m3x103
Total volume: 58 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.72 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.72 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | ROLAC (mixture of flyash and slag with or without limestone fines) |

Details
Country: China
Owner: Department of Electricity, Feng Shun County
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Xiaoxihe
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/01
End of Project: -/02
Specifications
Height: 62 metres
Length: 103 metres
Volume of RCC: 47 m3x103
Total volume: 66 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: China
Owner: Longquan City Bureau of Hydropower
Type: Thin Arch
Purpose(s): Hydropower
River: Junxi
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 69 metres
Length: 192 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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Izig
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 11/01
Start of RCC: 11/01
End of RCC: 05/03
End of Project: 01/04
Specifications
Height: 49 metres
Length: 222 metres
Volume of RCC: 50 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

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: Brazil
Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S.A.)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Sapucaia
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/05
End of Project: -/05
Specifications
Height: 16 metres
Length: 207 metres
Volume of RCC: 15 m3x103
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: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)
Type: Gravity
Purpose(s): Water Supply
River: Gaviãozinho
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 34 metres
Length: 154 metres
Volume of RCC: 44 m3x103
Total volume: 51 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 45 metres
Length: 243 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 2.50 |
Downstream
| Slope | Type |
|---|---|
| 2 |
Spillway
| Slope | Type |
|---|---|
| 2 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Peru
Owner: Cementos Lima S.A.
Type: Gravity
Purpose(s): Hydropower
River: Canete
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: 04/09
End of Project: 10/09
Specifications
Height: 34 metres
Length: 60 metres
Volume of RCC: 75 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.375 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 90 | Natural pozzolan (ASTM Class N) |

Details
Country: Brazil
Owner: Boa Fé Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 26 metres
Length: 198 metres
Volume of RCC: 32 m3x103
Total volume: 58 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: Turkey
Owner: Derin Enerji Uretim San. Ve Tic. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Kökün
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 45 metres
Length: 162 metres
Volume of RCC: 400 m3x103
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: Norte Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Xingu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/16
End of Project: -/20
Specifications
Height: 74 metres
Length: 680 metres
Volume of RCC: 63 m3x103
Total volume: 2208 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 1.20 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Brazil
Owner: PCH Senhora do Porto S.A
Type: Gravity
Purpose(s): Hydropower
River: Guanhães
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 41 metres
Length: 167 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Beyler
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 39 metres
Length: 249 metres
Volume of RCC: 170 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 330 | 330 |
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Basgöz
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/22
End of Project: -/24
Specifications
Height: 50 metres
Length: 136 metres
Volume of RCC: 126 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 56 | |

Details
Country: China
Owner: -
Type: Hardfill
Purpose(s): unknown
River: Dongyanggou
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 05/22
Start of RCC: 05/22
End of RCC: -/24
End of Project: -/25
Specifications
Height: 67 metres
Length: 136 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: Uzbekistan
Owner: JSC Uzbekgidroenergo
Type: Gravity
Purpose(s): Hydropower
River: Chatkal
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/23
Start of RCC: -/23
End of RCC: -/26
End of Project: -/27
Specifications
Height: 60 metres
Length: 270 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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