Dam Search Results
- Reservoir Capacity: 3 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) | |||||||
Rouidat Amont (Rwedat) [H-F] | Morocco | Direction des Aménagements Hydrauliques | I W | Rwedat | 3 | 05/87 | 09/87 | 10/88 | 12/88 | 24 | 125 | 25 | 27 | 0.40 | (7)* | 0.40 | (7)* | 0.40 | (1)* | 400 | 400 | 100 | 15 | (N) |
Thornlea | South Africa | Umlaas Irrigation Board | I | Mlazi | 3 | 06/90 | 10/90 | 12/90 | 02/91 | 17 | 135 | 16 | 17 | V | (1) | 0.90 | (3)* | 0.90 | (1) | 170 | 170 | 38 | 87 | (S) |
Burguillos del Cerro | Spain | Junta de Extremadura | W | Ribera de los Montes | 3 | 12/90 | 05/91 | 09/91 | 12/91 | 24 | 167 | 25 | 33 | V | (14) | 0.13 0.60 | (14)* | 0.60 | (13)* | 300 | 300 | 80 | 135 | (F) |
Arriarán | Spain | Diputacion Foral de Gipuzkoa | W | Arriarán | 3 | 10/91 | 04/92 | 09/92 | 02/94 | 58 | 206 | 110 | 113 | 0.05 | (3) | 0.70 | (3)* | 0.70 | (3)* | 300 | 300 | 85 | 135 | (F) |
Zintel Canyon | USA | City of Kennewick, Washington | F | Zintel | 3 | 03/92 | 07/92 | 10/92 | 12/92 | 39 | 158 | 54 | 55 | V | (7) | 0.85 | (17) | 0.85 | (17) | 300 | 300 | 74 | 0 | (-) - |
Marathia [H-F] | Greece | Ministry of Agriculture | I W | Marathia | 3 | 11/91 | 12/92 | 04/93 | 06/93 | 28 | 265 | 31 | 48 | 0.50 | (13) | 0.50 | (10) | 0.50 | (13) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
Sishanping [A] | China | Huangcen Reservoir Management Office | F H I | Leishui | 3 | - /92 | - /93 | - /94 | - /95 | 56 | 147 | 18 | (F) | |||||||||||
New Peterson Lake | USA | City of Greeley | W | Tributary of Cache La Poudre | 3 | 05/95 | 09/95 | 11/95 | 12/95 | 21 | 70 | 7 | 8 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 145 | 48 | (F) |
Tie Hack | USA | City of Buffalo | W | South Fork Clear Creek | 3 | 05/96 | 10/96 | 08/97 | - /97 | 41 | 170 | 62 | 69 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 89 | 83 | (F) |
Hongpo [A-G] | China | Xishan Xingyu Water Resources Corporation | W | Qinggoushui | 3 | 10/97 | 07/98 | 11/99 | 12/99 | 55 | 244 | 71 | 77 | V | (3') | 0.50 | (1) | 0.50 | (1) | 300 | 3000 | 54 | 99 | (F) |
Fukuchiyama | Japan | Fukuoka Prefecture | F N W | Fukuti | 3 | 10/98 | - /99 | 12/01 | 03/03 | 65 | 255 | 115 | 201 | V | (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) |
Ghatghar (Lower dam) | India | GoMWRD (Government of Maharashtra Water Resources Department) | H | Shahi Nallah | 3 | 12/01 | 12/04 | 05/06 | 03/07 | 86 | 447 | 638 | 646 | 0.141 | (3') | 0.782 | (3')* | 0.782 | (3')* | 300 | 300 | 75 | 150 | (F) |
Akköy I | Turkey | Akköy Energy A.S. | H | Harsit | 3 | 07/05 | 10/06 | 04/07 | 09/08 | 38 | 146 | 87 | 101 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 100 | 100 | (N) |
Elkwater Fork | USA | Natural Resources Conservation Service | W | Tygart Tributory | 3 | - /06 | 04/07 | 08/07 | - /07 | 39 | 204 | 106 | 113 | V | (8) | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 59 | 89 | (F) |
Palomino [H-F] | Dominican Republic | EGEHID (Empresa de Generación Hidroeléctrica Dominicana) | H | Yaque del Sur and Blanco | 3 | - /05 | - /07 | - /09 | - /13 | 65 | 153 | |||||||||||||
Batu Hampar | Malaysia | Jabatan Bekalan Air Negeri Sembilan | W | Batu Hampar | 3 | 11/07 | 10/09 | 04/10 | 05/10 | 75 | 236 | 200 | 203 | (3') | (10) | (10) | 300 | 300 | 65 | 120 | (F) | |||
Koris Gefiri (Maiden’s bridge) [H-F] | Greece | Ministry of Agriculture | I W | Partheni | 3 | 11/05 | 03/07 | 07/10 | - /16 | 42 | 221 | 170 | 190 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 - 450 | 300 - 450 | 50 | 10 | (N) |
Shaizhu [A] | China | H | Xima | 3 | - /06 | - /08 | - /10 | - /11 | 72 | 160 | 100 | |||||||||||||
Saizhu [A] | China | Niulanjiang Hydropower Development Company Ltd. | H | Xima | 3 | 04/06 | - /09 | - /10 | - /11 | 72 | 160 | 107 | 115 | curve | (3') | curve | (3') | (3) | ||||||
Ahl Lafouim | Morocco | W | 3 | - /09 | - /10 | - /11 | - /12 | 15 | 20 | 24 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | ||||||||
Krayma | Morocco | W | Tiyoughza | 3 | - /09 | - /10 | - /11 | - /12 | 32 | 45 | 53 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | |||||||
Gölgeliyamaç | Turkey | DSI - State Hydraulic Works | H | Guzeldere | 3 | 09/08 | - /13 | - /14 | - /15 | 52 | 150 | 85 | 99 | V | (3) | 0.80 | (3) | 0.80 | (12) | 300 | 1200 | 95 | 0 | (-) - |
Güneysinir Alanözü | Turkey | DSI - State Hydraulic Works | I | 3 | - /13 | - /14 | - /15 | - /15 | 38 | 71 | ||||||||||||||
Cacimba Nova | Brazil | Projeto Transposição das Águas do Rio São Francisco | I W | 3 | - /13 | - /14 | - /16 | - /16 | 18 | 196 | 52 | |||||||||||||
Divresh | Iran | Gilan Province Water Authority | I W | Kharshak | 3 | - /13 | - /15 | - /21 | - /23 | 45 | 195 | 137 | ||||||||||||
Akçali-1 | Turkey | DSI - State Hydraulic Works | I | 3 | - /16 | - /19 | - /23 | - /24 | 43 | 120 | ||||||||||||||
Bahçecik | Turkey | DSI - State Hydraulic Works | W | 3 | - /16 | - /19 | - /23 | - /24 | 69 | 204 |
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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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Rwedat
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/87
Start of RCC: 05/87
End of RCC: 10/88
End of Project: 12/88
Specifications
Height: 24 metres
Length: 125 metres
Volume of RCC: 25 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.40 | RCC against precast concrete panels [stepped face] |
Downstream
Slope | Type |
---|---|
0.40 | RCC against precast concrete panels [stepped face] |
Spillway
Slope | Type |
---|---|
0.40 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |

Details
Country: South Africa
Owner: Umlaas Irrigation Board
Type: Gravity
Purpose(s): Irrigation
River: Mlazi
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 12/90
End of Project: 02/91
Specifications
Height: 17 metres
Length: 135 metres
Volume of RCC: 16 m3x103
Total volume: 17 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.90 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.90 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
170 | 170 |
Cementitious material
Cement (kg/m3) |
---|
38 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
87 | Ground-granulated blast-furnace slag |

Details
Country: Spain
Owner: Junta de Extremadura
Type: Gravity
Purpose(s): Water Supply
River: Ribera de los Montes
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 09/91
End of Project: 12/91
Specifications
Height: 24 metres
Length: 167 metres
Volume of RCC: 25 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
0.13 | Slip-formed/extruded facing elements [stepped face] |
0.60 |
Spillway
Slope | Type |
---|---|
0.60 | Reinforced concrete cast against precast units or slip-formed facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
135 | Low-lime flyash (ASTM Class F) |

Details
Country: Spain
Owner: Diputacion Foral de Gipuzkoa
Type: Gravity
Purpose(s): Water Supply
River: Arriarán
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/91
Start of RCC: 10/91
End of RCC: 09/92
End of Project: 02/94
Specifications
Height: 58 metres
Length: 206 metres
Volume of RCC: 110 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
135 | Low-lime flyash (ASTM Class F) |

Details
Country: USA
Owner: City of Kennewick, Washington
Type: Gravity
Purpose(s): Flood Control
River: Zintel
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 39 metres
Length: 158 metres
Volume of RCC: 54 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.85 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.85 | Unformed face of RCC |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Marathia
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/91
Start of RCC: 11/91
End of RCC: 04/93
End of Project: 06/93
Specifications
Height: 28 metres
Length: 265 metres
Volume of RCC: 31 m3x103
Total volume: 48 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 | Reinforced concrete cast against precast units or slip-formed facing elements |
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: China
Owner: Huangcen Reservoir Management Office
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Irrigation
River: Leishui
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: -/94
End of Project: -/95
Specifications
Height: 56 metres
Length: 147 metres
Volume of RCC: -
Total volume: 18 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: USA
Owner: City of Greeley
Type: Gravity
Purpose(s): Water Supply
River: Tributary of Cache La Poudre
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/95
Start of RCC: 05/95
End of RCC: 11/95
End of Project: 12/95
Specifications
Height: 21 metres
Length: 70 metres
Volume of RCC: 7 m3x103
Total volume: 8 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) |
---|
145 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
48 | Low-lime flyash (ASTM Class F) |

Details
Country: USA
Owner: City of Buffalo
Type: Gravity
Purpose(s): Water Supply
River: South Fork Clear Creek
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/96
Start of RCC: 05/96
End of RCC: 08/97
End of Project: -/97
Specifications
Height: 41 metres
Length: 170 metres
Volume of RCC: 62 m3x103
Total volume: 69 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) |
---|
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
83 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Xishan Xingyu Water Resources Corporation
Type: Arch-Gravity
Purpose(s): Water Supply
River: Qinggoushui
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/97
Start of RCC: 10/97
End of RCC: 11/99
End of Project: 12/99
Specifications
Height: 55 metres
Length: 244 metres
Volume of RCC: 71 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
54 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
99 | Low-lime flyash (ASTM Class F) |

Details
Country: Japan
Owner: Fukuoka Prefecture
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Fukuti
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: 12/01
End of Project: 03/03
Specifications
Height: 65 metres
Length: 255 metres
Volume of RCC: 115 m3x103
Total volume: 201 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
36 | Low-lime flyash (ASTM Class F) |

Details
Country: India
Owner: GoMWRD (Government of Maharashtra Water Resources Department)
Type: Gravity
Purpose(s): Hydropower
River: Shahi Nallah
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 12/01
Start of RCC: 12/01
End of RCC: 05/06
End of Project: 03/07
Specifications
Height: 86 metres
Length: 447 metres
Volume of RCC: 638 m3x103
Total volume: 646 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.141 | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.782 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
150 | Low-lime flyash (ASTM Class F) |

Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Harsit
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 07/05
Start of RCC: 07/05
End of RCC: 04/07
End of Project: 09/08
Specifications
Height: 38 metres
Length: 146 metres
Volume of RCC: 87 m3x103
Total volume: 101 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | 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 |
---|---|
100 | Natural pozzolan (ASTM Class N) |

Details
Country: USA
Owner: Natural Resources Conservation Service
Type: Gravity
Purpose(s): Water Supply
River: Tygart Tributory
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: 08/07
End of Project: -/07
Specifications
Height: 39 metres
Length: 204 metres
Volume of RCC: 106 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC 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) |
---|
59 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |

Details
Country: Dominican Republic
Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)
Type: Hardfill
Purpose(s): Hydropower
River: Yaque del Sur and Blanco
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: -/13
Specifications
Height: 65 metres
Length: 153 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: Malaysia
Owner: Jabatan Bekalan Air Negeri Sembilan
Type: Gravity
Purpose(s): Water Supply
River: Batu Hampar
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/07
Start of RCC: 11/07
End of RCC: 04/10
End of Project: 05/10
Specifications
Height: 75 metres
Length: 236 metres
Volume of RCC: 200 m3x103
Total volume: 203 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
RCC against precast concrete blocks |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |

Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Partheni
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 07/10
End of Project: -/16
Specifications
Height: 42 metres
Length: 221 metres
Volume of RCC: 170 m3x103
Total volume: 190 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 - |
450 | 450 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
10 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xima
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 72 metres
Length: 160 metres
Volume of RCC: -
Total volume: 100 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: China
Owner: Niulanjiang Hydropower Development Company Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Xima
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/06
Start of RCC: 04/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 72 metres
Length: 160 metres
Volume of RCC: 107 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 15 metres
Length: -
Volume of RCC: 20 m3x103
Total volume: 24 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) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Morocco
Owner: -
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: -
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) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Guzeldere
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/14
End of Project: -/15
Specifications
Height: 52 metres
Length: 150 metres
Volume of RCC: 85 m3x103
Total volume: 99 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 38 metres
Length: -
Volume of RCC: 71 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: Projeto Transposição das Águas do Rio São Francisco
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/16
End of Project: -/16
Specifications
Height: 18 metres
Length: 196 metres
Volume of RCC: 52 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: Iran
Owner: Gilan Province Water Authority
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Kharshak
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/21
End of Project: -/23
Specifications
Height: 45 metres
Length: 195 metres
Volume of RCC: -
Total volume: 137 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: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 43 metres
Length: -
Volume of RCC: 120 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 69 metres
Length: -
Volume of RCC: 204 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 |
---|---|

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