Dam Search Results
- Reservoir Capacity: 9 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.
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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) | |||||||
| Gantangping | China | Hydropower Bureau, Lanshan County | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | |||||||||||
| Asari | Japan | Hokkaido Prefecture | F W | Asari | 9 | 07/86 | 10/87 | 09/90 | 03/93 | 74 | 390 | 259 | 517 | V 0.30 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) |
| Xibingxi [A-G] | China | Department of Electric Power, Lonyan City, Fujian Province | H W | Longshanxi | 9 | 08/93 | 12/94 | 07/95 | 10/95 | 64 | 93 | 25 | 33 | V 0.08 | (4) (4) | 0.65 | (3) | ogee 0.65 | (13) | 300 - 350 | 300 - 350 | 80 79 | 120 105 | (F) |
| Shimagawa | Japan | Gunma Prefecture | F W | Shima | 9 | 03/91 | - /94 | 05/96 | 03/98 | 90 | 330 | 390 | 516 | V 0.50 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Suçati | Turkey | ERE Electricity Co. | H | Güredin Creek | 9 | 01/98 | 02/99 | 10/99 | 10/99 | 36 | 192 | 55 | 60 | V | (7) | 0.80 | (7) | 0.80 | (12) | 300 | 300 | 50 | 100 | (S) |
| Wala | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G | Wala | 9 | 01/99 | 10/00 | 04/02 | 04/03 | 52 | 300 | 240 | 260 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 120 100 | 0 0 | (-) |
| Yujiankou | China | Chongqing Yujiankou Hydropower Co. Ltd. | H | Long | 9 | 08/01 | - /03 | - /04 | - /05 | 50 | 156 | 118 | 147 | V | (3') | 0.70 | (3') | 0.85 | (1) | (F) | ||||
| Engenheiro Henrique Kotzian | Brazil | BME Energia SA | H | Ivaí | 9 | - /06 | - /07 | - /08 | 04/09 | 34 | 228 | 58 | 76 | |||||||||||
| Rodeio Bonito | Brazil | Velcan Energy Development Ltda. | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | |||||||||
| Karamürsel Ihsaniye | Turkey | DSI - State Hydraulic Works | I W | Suludere | 9 | 03/16 | 07/17 | 09/19 | 10/19 | 69 | 212 | 130 | 185 | 0.10 | (1) | 0.80 | (1) | 300 | 300 | 75 | 45 | (F) | ||
| Mikasabonbetsu [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F | Honbetsu | 9 | - /85 | - /22 | - /24 | - /26 | 53 | 160 | 180 | 0.80 | (1) | 0.80 | (1) | 0.80 | (1) | ||||||
| Tersun | Turkey | DSI - State Hydraulic Works | I | Tersun | 9 | - /16 | - /20 | - /25 | - /26 | 51 | 236 | 205 | 0.05 | (1) | 0.80 | (1) | ||||||||
| Bahoosh | Iran | Bushehr Water Company | F I | Bahoosh | 9 | - /12 | - /18 | - /26 | - /28 | 37 | ||||||||||||||
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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: Hydropower Bureau, Lanshan County
Type: Gravity
Purpose(s): Hydropower
River: Yonghe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/84
Start of RCC: -/84
End of RCC: -/88
End of Project: -/90
Specifications
Height: 52 metres
Length: 180 metres
Volume of RCC: -
Total volume: 220 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: Japan
Owner: Hokkaido Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Asari
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 07/86
Start of RCC: 07/86
End of RCC: 09/90
End of Project: 03/93
Specifications
Height: 74 metres
Length: 390 metres
Volume of RCC: 259 m3x103
Total volume: 517 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.30 | 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: China
Owner: Department of Electric Power, Lonyan City, Fujian Province
Type: Arch-Gravity
Purpose(s): Hydropower / Water Supply
River: Longshanxi
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/93
Start of RCC: 08/93
End of RCC: 07/95
End of Project: 10/95
Specifications
Height: 64 metres
Length: 93 metres
Volume of RCC: 25 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane |
| 0.08 | RCC against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.65 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced concrete cast against precast units or slip-formed facing elements |
| 0.65 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 79 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Low-lime flyash (ASTM Class F) |
| 105 |
Details
Country: Japan
Owner: Gunma Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Shima
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 05/96
End of Project: 03/98
Specifications
Height: 90 metres
Length: 330 metres
Volume of RCC: 390 m3x103
Total volume: 516 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.50 | 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) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: ERE Electricity Co.
Type: Gravity
Purpose(s): Hydropower
River: Güredin Creek
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: 10/99
End of Project: 10/99
Specifications
Height: 36 metres
Length: 192 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Ground-granulated blast-furnace slag |
Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 04/02
End of Project: 04/03
Specifications
Height: 52 metres
Length: 300 metres
Volume of RCC: 240 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
Details
Country: China
Owner: Chongqing Yujiankou Hydropower Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Long
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 50 metres
Length: 156 metres
Volume of RCC: 118 m3x103
Total volume: 147 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: Brazil
Owner: BME Energia SA
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 34 metres
Length: 228 metres
Volume of RCC: 58 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Suludere
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/16
Start of RCC: 03/16
End of RCC: 09/19
End of Project: 10/19
Specifications
Height: 69 metres
Length: 212 metres
Volume of RCC: 130 m3x103
Total volume: 185 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 |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Hardfill
Purpose(s): Flood Control
River: Honbetsu
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/85
Start of RCC: -/85
End of RCC: -/24
End of Project: -/26
Specifications
Height: 53 metres
Length: 160 metres
Volume of RCC: -
Total volume: 180 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Tersun
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/25
End of Project: -/26
Specifications
Height: 51 metres
Length: 236 metres
Volume of RCC: 205 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Iran
Owner: Bushehr Water Company
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Bahoosh
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/26
End of Project: -/28
Specifications
Height: 37 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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