Dam Search Results
- Reservoir Capacity: 26 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.
← Scroll the table horizontally to view its entire width →
| 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) | |||||||
| San Rafael | Mexico | CFE (Comisión Federal de Electricidad) | F H | Santiago | 26 | 11/93 | 05/94 | 07/94 | 07/94 | 48 | 176 | 81 | 110 | V | (5) | 0.66 0.80 | (3)* | separate | 300 | 300 | 90 | 130 | (N) | |
| Carnaúba | Brazil | Secretaria Recursos Hídricos | I W | Quixeré | 26 | - /01 | 02/02 | 11/02 | - /03 | 19 | 700 | 300 | 300 | 100 | 0 | (-) | ||||||||
| Ntimbale | Botswana | Department of Water Affairs | W | 26 | 11/04 | 04/06 | 09/06 | 05/07 | 33 | 153 | 30 | |||||||||||||
| Niuqiao [A] | China | Niu Qiao Reservoir Development Co. Ltd. | H | Qingtonghe | 26 | - /03 | - /05 | 12/06 | - /07 | 62 | 201 | 710 | ||||||||||||
| Longqiao [A] | China | Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province | H R | Yu | 26 | 12/05 | 03/06 | 02/07 | 05/07 | 95 | 156 | 135 | 160 | curve | (3') | curve | (3) | (3) | ||||||
| Liujiadong | China | Guangxi Water Conservancy and Electric Power Corporation | H | Gui | 26 | - /06 | - /07 | - /08 | - /08 | 61 | 166 | 127 | ||||||||||||
| Baishiya | China | Quifeng Water Supply Co. of Fangchenggang City | H I W | Xijiang | 26 | - /04 | - /07 | - /09 | - /12 | 74 | 190 | 230 | 240 | 0.75 | ||||||||||
| Moula [H-F] | Tunisia | Ministère de l’Agriculture | W | Bou Terfess | 26 | 02/03 | - /08 | - /10 | 11/11 | 81 | 324 | 422 | 450 | V | (3') | (3')* | (3')* | 300 | 300 | 120 | 0 | (-) | ||
| Wala Dam Raise | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G | Wala | 26 | 09/17 | 06/19 | 10/19 | 07/20 | 67 | 300 | 80 | 82 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 98 | 52 | (N) |
← Scroll the table horizontally to view its entire width →
Search again
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: Mexico
Owner: CFE (Comisión Federal de Electricidad)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Santiago
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 11/93
Start of RCC: 11/93
End of RCC: 07/94
End of Project: 07/94
Specifications
Height: 48 metres
Length: 176 metres
Volume of RCC: 81 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.66 | RCC against formwork [stepped face] |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: Secretaria Recursos Hídricos
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Quixeré
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: 11/02
End of Project: -/03
Specifications
Height: 19 metres
Length: 700 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| [stepped face] |
Spillway
| Slope | Type |
|---|---|
| [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Botswana
Owner: Department of Water Affairs
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 11/04
Start of RCC: 11/04
End of RCC: 09/06
End of Project: 05/07
Specifications
Height: 33 metres
Length: 153 metres
Volume of RCC: 30 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: Niu Qiao Reservoir Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Qingtonghe
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 62 metres
Length: 201 metres
Volume of RCC: -
Total volume: 710 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: Lichuan City Yujaing Valley Hudropower Ltd. Hubei Province
Type: Thin Arch
Purpose(s): Hydropower / Recreation
River: Yu
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 12/05
Start of RCC: 12/05
End of RCC: 02/07
End of Project: 05/07
Specifications
Height: 95 metres
Length: 156 metres
Volume of RCC: 135 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: China
Owner: Guangxi Water Conservancy and Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: Gui
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 61 metres
Length: 166 metres
Volume of RCC: -
Total volume: 127 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: Quifeng Water Supply Co. of Fangchenggang City
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Xijiang
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/09
End of Project: -/12
Specifications
Height: 74 metres
Length: 190 metres
Volume of RCC: 230 m3x103
Total volume: 240 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Tunisia
Owner: Ministère de l’Agriculture
Type: Hardfill
Purpose(s): Water Supply
River: Bou Terfess
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 02/03
Start of RCC: 02/03
End of RCC: -/10
End of Project: 11/11
Specifications
Height: 81 metres
Length: 324 metres
Volume of RCC: 422 m3x103
Total volume: 450 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 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 09/17
Start of RCC: 09/17
End of RCC: 10/19
End of Project: 07/20
Specifications
Height: 67 metres
Length: 300 metres
Volume of RCC: 80 m3x103
Total volume: 82 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) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 52 | Natural pozzolan (ASTM Class N) |
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates