Dam Search Results
- Reservoir Capacity: 8 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) | |||||||
| Fengxiangxia [A] | China | Fengdu Hydropower Bureau | H | Huilonghe | 8 | - /93 | - /95 | - /97 | - /98 | 90 | 158 | 770 | 0.10 | 0.76 | 0.76 | |||||||||
| Contraembalse de Moncion [H-F] | Dominican Republic | INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana) | F H I | Mao | 8 | 07/95 | 02/96 | 03/98 | 06/98 | 28 | 254 | 130 | 155 | 0.70 | (1) | 0.67 | (1)* | 0.80 | (1)* | 300 | 300 | 80 | 0 | (-) |
| Huatan | China | Ya’an Electricity Company | 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) |
| Pajarito Canyon | USA | US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers | F | Pajarito | 8 | 06/00 | 07/00 | 08/00 | 09/00 | 36 | 112 | 48 | 48 | V | (15) | 1.00 | (17) | conduit | 300 | 300 | 148 | 0 | (-) | |
| Picada | Brazil | L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda. | H | do Peixe | 8 | - /02 | - /03 | - /05 | - /06 | 32 | 97 | |||||||||||||
| Baxiang Nº3 | China | Department of Electricity, Feng Shun County | H | Baxianghe | 8 | - /05 | - /06 | - /07 | - /08 | 44 | 207 | 63 | 83 | |||||||||||
| Jararaca | Brazil | Veneto Energética S/A | H | das Antas | 8 | - /06 | - /07 | - /07 | 04/08 | 25 | 219 | 31 | 61 | 72 | 18 | (N) | ||||||||
| Porto Estrela | Brazil | H | Santo Antonio | 8 | - /08 | - /09 | - /10 | - /11 | 26 | |||||||||||||||
| Serra dos Cavalinhos II | Brazil | Serra dos Cavalinhos II Energética S.A. | H | das Antas | 8 | - /11 | - /12 | - /12 | - /13 | 42 | 123 | 33 | 80 | 72 | 18 | (N) | ||||||||
| Filiatrinos [H-F] | Greece | Ministry of Rural Development and Food | I | Filiatrinos | 8 | - /10 | - /11 | - /14 | - /16 | 55 | 246 | 370 | 430 | 0.80 | (2) | 0.80 | (10) | 0.80 | (10) | 350 | 350 | 51 | 24 | (F) |
| Neelum-Jhelum | Pakistan | Neelum Jhelum Hydropower Company | H | Neelum | 8 | - /08 | - /14 | 08/16 | 11/17 | 47 | 125 | 156 | 154 | 51 | (S) | |||||||||
| Beyyurdu | Turkey | DSI - State Hydraulic Works | H | Bembo | 8 | 09/08 | - /13 | - /16 | - /17 | 78 | 176 | 186 | 209 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 1200 | 100 | 80 | (N) |
| Gündüzler | Turkey | DSI - State Hydraulic Works | I | Degirmen | 8 | - /16 | - /19 | - /23 | - /24 | 65 | 384 | 280 | V | (1) | 0.75 | (1) | 300 | 300 | 113 | 37 | (F) | |||
| Manavgat Çardak | Turkey | DSI - State Hydraulic Works | H I | Sağırın Çayı | 8 | - /17 | - /22 | - /23 | - /24 | 44 | 185 | 540 | ||||||||||||
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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: Fengdu Hydropower Bureau
Type: Thin Arch
Purpose(s): Hydropower
River: Huilonghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/97
End of Project: -/98
Specifications
Height: 90 metres
Length: 158 metres
Volume of RCC: -
Total volume: 770 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.76 |
Spillway
| Slope | Type |
|---|---|
| 0.76 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Dominican Republic
Owner: INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation
River: Mao
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 07/95
Start of RCC: 07/95
End of RCC: 03/98
End of Project: 06/98
Specifications
Height: 28 metres
Length: 254 metres
Volume of RCC: 130 m3x103
Total volume: 155 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.67 | 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) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: China
Owner: Ya’an Electricity Company
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: USA
Owner: US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers
Type: Gravity
Purpose(s): Flood Control
River: Pajarito
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 06/00
Start of RCC: 06/00
End of RCC: 08/00
End of Project: 09/00
Specifications
Height: 36 metres
Length: 112 metres
Volume of RCC: 48 m3x103
Total volume: 48 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| conduit |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 148 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Brazil
Owner: L.D.Q.S.P.E. Geracao de Energia e Participacoes Ltda.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 metres
Length: 97 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: Department of Electricity, Feng Shun County
Type: Gravity
Purpose(s): Hydropower
River: Baxianghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 44 metres
Length: 207 metres
Volume of RCC: 63 m3x103
Total volume: 83 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: Veneto Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/08
Specifications
Height: 25 metres
Length: 219 metres
Volume of RCC: 31 m3x103
Total volume: 61 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santo Antonio
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 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: Serra dos Cavalinhos II Energética S.A.
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 123 metres
Volume of RCC: 33 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
Details
Country: Greece
Owner: Ministry of Rural Development and Food
Type: Hardfill
Purpose(s): Irrigation
River: Filiatrinos
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/14
End of Project: -/16
Specifications
Height: 55 metres
Length: 246 metres
Volume of RCC: 370 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 51 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
Details
Country: Pakistan
Owner: Neelum Jhelum Hydropower Company
Type: Gravity
Purpose(s): Hydropower
River: Neelum
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/16
End of Project: 11/17
Specifications
Height: 47 metres
Length: 125 metres
Volume of RCC: -
Total volume: 156 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 154 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 51 | Ground-granulated blast-furnace slag |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Bembo
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/16
End of Project: -/17
Specifications
Height: 78 metres
Length: 176 metres
Volume of RCC: 186 m3x103
Total volume: 209 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 |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Degirmen
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 65 metres
Length: 384 metres
Volume of RCC: 280 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 113 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 37 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Sağırın Çayı
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/23
End of Project: -/24
Specifications
Height: 44 metres
Length: 185 metres
Volume of RCC: 540 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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