Dam Search Results
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) | |||||||
| Fenhe Nº2 | China | F H W | Fenhe | 130 | 11/96 | 08/98 | 03/99 | 06/00 | 87 | 350 | 362 | 448 | V 0.20 | (1) (1) | 0.75 | (5) | 0.75 | (1) | 300 | 3000 | 127 60 | 84 93 | (F) | |
| Karkheh (Pie Pol) | Iran | F H | Karkeh | 40 | 02/98 | 07/99 | 07/00 | - /01 | 34 | 350 | 130 | 270 | (12) | (12) | ogee | (12) | 300 | 300 | 97 | 33 | (-) - | |||
| Inyaka | South Africa | W | Marite | 123 | 01/96 | 06/97 | 10/00 | 03/02 | 53 | 350 | 160 | 327 | V | (1) | 0.68 | (1) | 0.68 | (1) | 250 | 250 | 60 | 120 | (F) | |
| Ueno | Japan | H | Jinryu | 19 | 03/97 | - /98 | - /01 | 06/05 | 120 | 350 | 269 | 720 | V 0.30 | (1) (1) | 0.84 | (1) | 0.84 | (1) | 200 | 1000 | 77 70 | 33 30 | (F) | |
| Kido | Japan | F I N W | Kido | 19 | 10/00 | 06/03 | 08/05 | 03/08 | 94 | 350 | 291 | 501 | V 0.10 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 1000 | 84 | 36 | (F) | |
| Castro Alves | Brazil | H | Das Antas | 127 | - /05 | - /06 | - /07 | 02/08 | 48 | 350 | 240 | 322 | V | 1.30 | 1.30 | 60 | 15 | (N) | ||||||
| Zirdan | Iran | I W | Kajoo | 207 | 11/02 | 08/07 | 08/10 | 11/10 | 65 | 350 | 265 | 437 | (5) | (3) | 300 | 300 | 98 | 42 | (N) | |||||
| Enlarged Cotter | Australia | W | Cotter | 78 | 10/09 | 08/11 | 12/12 | 08/13 | 87 | 350 | 369 | 400 | V | (3') | 0.75 | (3') | 0.75 | (3')* | 300 400 | 300 400 | 75 | 120 | (F) | |
| El-Janneh [A-G] | Lebanon | H I W | Ibrahim (Abraham) | 38 | - /15 | 02/20 | - /22 | - /22 | 160 | 350 | 1450 | 300 | 300 | |||||||||||
| Dashte Palang | Iran | F I W | Dashte Palang | 151 | 07/13 | - /22 | - /24 | - /25 | 56 | 350 | 540 | 690 | ||||||||||||
| Nwamitwa | South Africa | W | Groot Letaba | - /17 | - /22 | - /25 | - /26 | 44 | 350 | 170 | 226 | |||||||||||||
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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: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Fenhe
Reservoir capacity: 130 m3x106
Construction Dates
Start of Project: 11/96
Start of RCC: 11/96
End of RCC: 03/99
End of Project: 06/00
Specifications
Height: 87 metres
Length: 350 metres
Volume of RCC: 362 m3x103
Total volume: 448 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 precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 127 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 84 | Low-lime flyash (ASTM Class F) |
| 93 |
Details
Country: Iran
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Karkeh
Reservoir capacity: 40 m3x106
Construction Dates
Start of Project: 02/98
Start of RCC: 02/98
End of RCC: 07/00
End of Project: -/01
Specifications
Height: 34 metres
Length: 350 metres
Volume of RCC: 130 m3x103
Total volume: 270 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 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 97 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 33 | No pozzolan used - |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Marite
Reservoir capacity: 123 m3x106
Construction Dates
Start of Project: 01/96
Start of RCC: 01/96
End of RCC: 10/00
End of Project: 03/02
Specifications
Height: 53 metres
Length: 350 metres
Volume of RCC: 160 m3x103
Total volume: 327 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.68 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.68 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jinryu
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 03/97
Start of RCC: 03/97
End of RCC: -/01
End of Project: 06/05
Specifications
Height: 120 metres
Length: 350 metres
Volume of RCC: 269 m3x103
Total volume: 720 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.84 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.84 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 33 | Low-lime flyash (ASTM Class F) |
| 30 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Navigation / Water Supply
River: Kido
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 10/00
Start of RCC: 10/00
End of RCC: 08/05
End of Project: 03/08
Specifications
Height: 94 metres
Length: 350 metres
Volume of RCC: 291 m3x103
Total volume: 501 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | 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 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 127 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 48 metres
Length: 350 metres
Volume of RCC: 240 m3x103
Total volume: 322 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 1.30 |
Spillway
| Slope | Type |
|---|---|
| 1.30 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: Iran
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Kajoo
Reservoir capacity: 207 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: 08/10
End of Project: 11/10
Specifications
Height: 65 metres
Length: 350 metres
Volume of RCC: 265 m3x103
Total volume: 437 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 42 | Natural pozzolan (ASTM Class N) |
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Cotter
Reservoir capacity: 78 m3x106
Construction Dates
Start of Project: 10/09
Start of RCC: 10/09
End of RCC: 12/12
End of Project: 08/13
Specifications
Height: 87 metres
Length: 350 metres
Volume of RCC: 369 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |
Details
Country: Lebanon
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Ibrahim (Abraham)
Reservoir capacity: 38 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/22
End of Project: -/22
Specifications
Height: 160 metres
Length: 350 metres
Volume of RCC: 1450 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Iran
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Dashte Palang
Reservoir capacity: 151 m3x106
Construction Dates
Start of Project: 07/13
Start of RCC: 07/13
End of RCC: -/24
End of Project: -/25
Specifications
Height: 56 metres
Length: 350 metres
Volume of RCC: 540 m3x103
Total volume: 690 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: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Groot Letaba
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/25
End of Project: -/26
Specifications
Height: 44 metres
Length: 350 metres
Volume of RCC: 170 m3x103
Total volume: 226 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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