Dam Search Results
- Dimensions
- Height: 85 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.
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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) | |||||||
| Hattabara | Japan | F W | Ashida | 60 | 08/88 | - /89 | - /92 | 03/98 | 85 | 325 | 228 | 500 | V 0.20 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 150 - 200 | 750 | 84 | 36 | (F) | |
| Dahekou | China | Apengjiang | 115 | - /93 | - /94 | - /96 | - /97 | 85 | 33 | |||||||||||||||
| Huatan | China | H | Yinghe | 8 | 01/96 | 06/96 | 12/98 | 05/99 | 85 | 173 | 240 | 290 | 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 - 400 | 300 - 400 | 78 74 | 95 90 | (F) | |
| Castanhão | Brazil | F I R W | Congonhas | 800 | 10/99 | - /00 | 12/01 | - /02 | 85 | 668 | 890 | 1030 | 300 | 300 | 85 | 0 | (-) - | |||||||
| Xiakou [A] | China | H | Juhe | 99 | - /02 | - /03 | - /04 | - /05 | 85 | 192 | 131 | |||||||||||||
| Barra Grande | Brazil | H | Pelotas | 50000 | - /01 | - /02 | - /05 | - /06 | 85 | 665 | 1 | |||||||||||||
| Nansha | China | H | Honghe | 212 | 02/06 | - /07 | - /07 | 07/08 | 85 | |||||||||||||||
| Picachos | Mexico | I W | Presidio | 322 | 02/07 | 09/07 | - /08 | - /09 | 85 | 256 | 85 | V 0.15 | (12) (12) | 0.85 | (12) | 0.85 | (12) | 300 | 3000 | 50 | 45 | (S) | ||
| Lechangxia | China | H I N | Bei | 374 | - /08 | - /09 | - /10 | - /11 | 85 | 256 | ||||||||||||||
| Gov. Jayme Canet Junior (formerly Antiga Mauá) | Brazil | H | Tibagi | 2 | - /09 | 01/10 | 05/11 | - /12 | 85 | 745 | 633 | 753 | V | (2) | 0.80 | (10) | 300 | 2400 | 60 | 15 | (N) | |||
| El Realito | Mexico | Santa Maria | 57 | - /08 | 07/09 | 06/11 | - /11 | 85 | 270 | 420 | V | (1) | 0.85 | 0.85 | 300 | 300 | 33 to 66 | 27 to 54 | (S) | |||||
| De Hoop | South Africa | W | Steelpoort | 347 | 07/07 | 07/09 | 11/13 | 03/14 | 85 | 1015 | 769 | 1012 | V | (3') | (3')* | (3')* | 300 | 1200 | 62 | 145 | (F) | |||
| Haokou | China | H | Furong (Pangu) | 90 | - /14 | - /15 | - /16 | - /17 | 85 | 211 | ||||||||||||||
| Bastora | Iraq | I W | Bastora | 206 | - /13 | 03/19 | - /21 | - /22 | 85 | 577 | 1160 | 1223 | V | 0.80 | 0.80 | |||||||||
| Noapha | Myanmar | H | Thanlwin | - /17 | - /19 | - /23 | - /25 | 85 | ||||||||||||||||
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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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Ashida
Reservoir capacity: 60 m3x106
Construction Dates
Start of Project: 08/88
Start of RCC: 08/88
End of RCC: -/92
End of Project: 03/98
Specifications
Height: 85 metres
Length: 325 metres
Volume of RCC: 228 m3x103
Total volume: 500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | 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) |
|---|---|
| 150 - | 750 |
| 200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: Apengjiang
Reservoir capacity: 115 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/96
End of Project: -/97
Specifications
Height: 85 metres
Length: -
Volume of RCC: -
Total volume: 33 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: -
Type: Gravity
Purpose(s): Hydropower
River: Yinghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 01/96
Start of RCC: 01/96
End of RCC: 12/98
End of Project: 05/99
Specifications
Height: 85 metres
Length: 173 metres
Volume of RCC: 240 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | 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) |
|---|---|
| 300 - | 300 - |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 78 |
| 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |
| 90 |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Congonhas
Reservoir capacity: 800 m3x106
Construction Dates
Start of Project: 10/99
Start of RCC: 10/99
End of RCC: 12/01
End of Project: -/02
Specifications
Height: 85 metres
Length: 668 metres
Volume of RCC: 890 m3x103
Total volume: 1030 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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Juhe
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 85 metres
Length: 192 metres
Volume of RCC: -
Total volume: 131 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: -
Type: Gravity
Purpose(s): Hydropower
River: Pelotas
Reservoir capacity: 50000 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/05
End of Project: -/06
Specifications
Height: 85 metres
Length: 665 metres
Volume of RCC: 1 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Honghe
Reservoir capacity: 212 m3x106
Construction Dates
Start of Project: 02/06
Start of RCC: 02/06
End of RCC: -/07
End of Project: 07/08
Specifications
Height: 85 metres
Length: -
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: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Presidio
Reservoir capacity: 322 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: -/08
End of Project: -/09
Specifications
Height: 85 metres
Length: 256 metres
Volume of RCC: 85 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.15 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Ground-granulated blast-furnace slag |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Bei
Reservoir capacity: 374 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 85 metres
Length: 256 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: -
Type: Gravity
Purpose(s): Hydropower
River: Tibagi
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 05/11
End of Project: -/12
Specifications
Height: 85 metres
Length: 745 metres
Volume of RCC: 633 m3x103
Total volume: 753 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): unknown
River: Santa Maria
Reservoir capacity: 57 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 06/11
End of Project: -/11
Specifications
Height: 85 metres
Length: 270 metres
Volume of RCC: 420 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.85 |
Spillway
| Slope | Type |
|---|---|
| 0.85 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 33 to |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 27 to | Ground-granulated blast-furnace slag |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Steelpoort
Reservoir capacity: 347 m3x106
Construction Dates
Start of Project: 07/07
Start of RCC: 07/07
End of RCC: 11/13
End of Project: 03/14
Specifications
Height: 85 metres
Length: 1015 metres
Volume of RCC: 769 m3x103
Total volume: 1012 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 62 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 145 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Furong (Pangu)
Reservoir capacity: 90 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 85 metres
Length: 211 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: Iraq
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Bastora
Reservoir capacity: 206 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/21
End of Project: -/22
Specifications
Height: 85 metres
Length: 577 metres
Volume of RCC: 1160 m3x103
Total volume: 1223 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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Myanmar
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Thanlwin
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/23
End of Project: -/25
Specifications
Height: 85 metres
Length: -
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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