Dam Search Results
- Reservoir Capacity: 17 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) | |||||||
| Willow Creek | USA | US Army Corps of Engineers | F R | Willow Creek | 17 | 11/81 | 04/82 | 09/82 | 04/83 | 52 | 543 | 331 | 331 | V | (7) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 47 | 19 | (F) |
| Santa Eugenia | Spain | Sociedad Española de Carburos Metálicos S.A. | H | Xallas | 17 | 01/87 | 06/87 | 06/88 | 10/88 | 84 | 290 | 225 | 254 | 0.05 | (3) | 0.75 0.35 | (3)* (3)* | 0.75 | (1) | 250 | 250 | 88 72 | 152 145 | (F) |
| Nunome | Japan | Water Resources Development Public Corporation | F W | Nunome | 17 | 05/86 | 01/88 | 10/88 | 12/89 | 72 | 322 | 110 | 330 | V 0.40 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 78 | 42 | (F) |
| Hayachine | Japan | Iwate Prefecture | F H I W | Hienuki | 17 | 03/93 | 10/95 | 06/98 | 03/00 | 74 | 333 | 141 | 333 | V 0.20 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 84 | 36 | (F) |
| Rosal | Brazil | Rosal Energia S.A. | H | Itabapoana | 17 | 04/98 | - /98 | 09/99 | - /00 | 37 | 212 | 45 | 75 | (1) | (3)* | (1)* | 300 | 300 | 45 | 55 | (S) | |||
| Tannur | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | I | Wadi al Hasa | 17 | 02/99 | 12/99 | 12/00 | 09/01 | 60 | 270 | 250 | 250 | V 1.00 | (3') | 0.80 | (3')* | 0.80 | (3')* | 300 | 1200 | 125 120 | 75 50 | (N) |
| Koyama | Japan | Ibaraki Prefecture | F I W | Ohkita | 17 | 11/94 | 05/00 | 12/02 | 03/05 | 65 | 462 | 270 | 531 | V | (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (S) |
| Changtan [A] | China | Guangdong Shanneng group Co. | H | Tuwushui | 17 | - /03 | - /03 | - /04 | - /04 | 53 | 124 | 29 | ||||||||||||
| Pindobaçu | Brazil | CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia) | I W | Itapicuru-aço | 17 | - /01 | - /03 | - /04 | - /05 | 44 | 191 | 75 | 85 | 300 | 300 | 56 | 14 | (N) | ||||||
| Cristalandia | Brazil | EMBASA (Empresa Baiana de Aguas e Saneamento S.A) | W | de Contas | 17 | - /05 | - /07 | - /09 | 01/10 | 22 | 337 | 61 | 68 | |||||||||||
| Yongdingqiao | China | Liushahe | 17 | - /05 | - /07 | - /10 | - /12 | 123 | ||||||||||||||||
| Santo Antonio-RJ | Brazil | Energisa Geracão Rio Grande S/A | H | Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | |||||||||||
| Ivan Botelho I (fomerly Antiga Ponte) | Brazil | Centrais Hidrelétricas Grapon S/A | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 | 273 | |||||||||||||
| Rkiza | Morocco | Direction des Aménagements Hydrauliques | F I W | Rkiza | 17 | - /12 | - /13 | - /15 | - /15 | 26 | 500 | 55 | 60 | V | (5) | 0.85 | (1)* | 0.85 | (1)* | |||||
| Uludere | Turkey | DSI - State Hydraulic Works | H | Ortasu | 17 | - /08 | - /12 | - /16 | - /18 | 77 | 431 | 800 | 887 | 0.10 | (1) | 0.80 | (1)* | 300 | 300 | 95 | 45 | (N) | ||
| Siriji (also know as Murupé) | Brazil | COMPESA (Companhia Pernambucana de Saneamento ) | I W | Siriji | 17 | - /13 | - /15 | - /16 | - /17 | 20 | 100 | |||||||||||||
| Ximihe | China | H I W | Ximihe | 17 | - /14 | - /16 | - /17 | - /18 | 88 | 147 | ||||||||||||||
| Panelas II | Brazil | SRHS (Secretaria de Recursos Hídricos e de Saneamento) | W | Una | 17 | - /16 | - /17 | 06/26 | - /27 | 55 | 311 | |||||||||||||
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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: USA
Owner: US Army Corps of Engineers
Type: Gravity
Purpose(s): Flood Control / Recreation
River: Willow Creek
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 11/81
Start of RCC: 11/81
End of RCC: 09/82
End of Project: 04/83
Specifications
Height: 52 metres
Length: 543 metres
Volume of RCC: 331 m3x103
Total volume: 331 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 47 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 19 | Low-lime flyash (ASTM Class F) |
Details
Country: Spain
Owner: Sociedad Española de Carburos Metálicos S.A.
Type: Gravity
Purpose(s): Hydropower
River: Xallas
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 01/87
Start of RCC: 01/87
End of RCC: 06/88
End of Project: 10/88
Specifications
Height: 84 metres
Length: 290 metres
Volume of RCC: 225 m3x103
Total volume: 254 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
| 0.35 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 152 | Low-lime flyash (ASTM Class F) |
| 145 |
Details
Country: Japan
Owner: Water Resources Development Public Corporation
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Nunome
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 05/86
Start of RCC: 05/86
End of RCC: 10/88
End of Project: 12/89
Specifications
Height: 72 metres
Length: 322 metres
Volume of RCC: 110 m3x103
Total volume: 330 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 78 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 42 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: Iwate Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Hienuki
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: 06/98
End of Project: 03/00
Specifications
Height: 74 metres
Length: 333 metres
Volume of RCC: 141 m3x103
Total volume: 333 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | 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: Brazil
Owner: Rosal Energia S.A.
Type: Gravity
Purpose(s): Hydropower
River: Itabapoana
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 04/98
Start of RCC: 04/98
End of RCC: 09/99
End of Project: -/00
Specifications
Height: 37 metres
Length: 212 metres
Volume of RCC: 45 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 45 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Ground-granulated blast-furnace slag |
Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Irrigation
River: Wadi al Hasa
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 02/99
Start of RCC: 02/99
End of RCC: 12/00
End of Project: 09/01
Specifications
Height: 60 metres
Length: 270 metres
Volume of RCC: 250 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 1.00 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 75 | Natural pozzolan (ASTM Class N) |
| 50 |
Details
Country: Japan
Owner: Ibaraki Prefecture
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Ohkita
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 11/94
Start of RCC: 11/94
End of RCC: 12/02
End of Project: 03/05
Specifications
Height: 65 metres
Length: 462 metres
Volume of RCC: 270 m3x103
Total volume: 531 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 | Ground-granulated blast-furnace slag |
Details
Country: China
Owner: Guangdong Shanneng group Co.
Type: Thin Arch
Purpose(s): Hydropower
River: Tuwushui
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/04
End of Project: -/04
Specifications
Height: 53 metres
Length: 124 metres
Volume of RCC: -
Total volume: 29 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: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itapicuru-aço
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 44 metres
Length: 191 metres
Volume of RCC: 75 m3x103
Total volume: 85 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) |
|---|
| 56 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 14 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S.A)
Type: Gravity
Purpose(s): Water Supply
River: de Contas
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 22 metres
Length: 337 metres
Volume of RCC: 61 m3x103
Total volume: 68 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): unknown
River: Liushahe
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/10
End of Project: -/12
Specifications
Height: 123 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: Brazil
Owner: Energisa Geracão Rio Grande S/A
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 44 metres
Length: 285 metres
Volume of RCC: 81 m3x103
Total volume: 105 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: Centrais Hidrelétricas Grapon S/A
Type: Gravity
Purpose(s): Hydropower
River: Pomba
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 32 metres
Length: 273 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): Flood Control / Irrigation / Water Supply
River: Rkiza
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/15
End of Project: -/15
Specifications
Height: 26 metres
Length: 500 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | 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: Ortasu
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/16
End of Project: -/18
Specifications
Height: 77 metres
Length: 431 metres
Volume of RCC: 800 m3x103
Total volume: 887 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: COMPESA (Companhia Pernambucana de Saneamento )
Type: -
Purpose(s): Irrigation / Water Supply
River: Siriji
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/16
End of Project: -/17
Specifications
Height: 20 metres
Length: 100 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Ximihe
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/18
Specifications
Height: 88 metres
Length: 147 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: SRHS (Secretaria de Recursos Hídricos e de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Una
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: 06/26
End of Project: -/27
Specifications
Height: 55 metres
Length: 311 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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