Dam Search Results
- Dimensions
- Height: 25 metres
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) | |||||||
| Castilblanco de los Arroyos | Spain | Junta de Andalucia | W | Cala | 1 | 07/84 | 05/85 | 10/85 | 12/85 | 25 | 124 | 14 | 20 | V | (1) | V 0.75 | (1) (1) | 0.75 | (1) | 450 | 450 | 72 61 | 116 120 | (F) |
| Craigbourne | Australia | Rivers and Water Supply Commission of Tasmania | I W | Coal | 13 | 01/86 | 04/86 | 06/86 | 08/86 | 25 | 247 | 22 | 24 | V | (7) | 1.00 | (17) | separate | 300 | 300 | 70 | 60 | (F) | |
| Vadeni | Romania | Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch | H | Jiu | 5 | 03/86 | 05/88 | 10/88 | 10/92 | 25 | 55 | 14 | 17 | (12) | (12) | ogee | (12) | 300 | 900 | 125 | 0 | (-) | ||
| Alan Henry Spillway | USA | Brazos River Authority | W | Double Mountain Fork | 140 | 03/91 | 12/91 | 04/92 | - /93 | 25 | 84 | 22 | 23 | V | (13) | 1.10 | (17) | ogee | (1) | 300 | 300 | 119 | 59 | (F) |
| Pirapama | Brazil | CAGEPE (Companhia Pernambucana de Saneamento) | W | Pirapama | 61 | - /00 | - /00 | - /01 | - /01 | 25 | 300 | 87 | 137 | (1) | 300 | 300 | 72 | 18 | (-) | |||||
| Monte Claro | Brazil | CERAN (Companhia Energética Rio das Antas) | H | das Antas | 23 | 04/02 | - /03 | - /04 | 12/04 | 25 | 180 | 35 | 66 | 60 | 15 | |||||||||
| Ludesa [H-F] | Brazil | CPFL Renovaveis | H | Chapecó | 142 | - /06 | - /06 | - /07 | 04/07 | 25 | 300 | 1.50 | 1.50 | 0.75 | ||||||||||
| Jararaca | Brazil | Veneto Energética S/A | H | das Antas | 8 | - /06 | - /07 | - /07 | 04/08 | 25 | 219 | 31 | 61 | 72 | 18 | (N) | ||||||||
| Criúva | Brazil | Criúva Energética S/A | H | Lajeado Grange | 7 | - /08 | - /08 | - /09 | 12/09 | 25 | 246 | 80 | 95 | 72 | 18 | (N) | ||||||||
| Santo Antonio-RO | Brazil | Santo Antônio Energia | H | Madeira | 2075 | - /08 | - /10 | - /11 | 03/12 | 25 | 3100 | 560 | 3086 | |||||||||||
| Barra do Rio Chapéu | Brazil | Eletrosul Centrais Elétricas S/A | H W | Braço do Norte | 2 | - /12 | - /12 | - /13 | - /13 | 25 | 117 | |||||||||||||
| Asana control dam | Peru | Asana | - /14 | - /15 | - /16 | - /16 | 25 | 67 | 0.15 | 0.75 | 0.75 | |||||||||||||
| Cheekeye Fan Debris Barrier | Canada | Matteus West and Squamish Nation | F | Cheekye | 10/23 | - /25 | - /26 | 10/26 | 25 | 200 | 55 | |||||||||||||
| Bouljir | Morocco | AREP (Regional Project Execution Agency) | F I R W | Boujir | 12 | 07/24 | - /25 | - /26 | - /27 | 25 | 416 | 0.20 | 0.80 | 0.80 | ||||||||||
← 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: Spain
Owner: Junta de Andalucia
Type: Gravity
Purpose(s): Water Supply
River: Cala
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 10/85
End of Project: 12/85
Specifications
Height: 25 metres
Length: 124 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 450 | 450 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| 61 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 116 | Low-lime flyash (ASTM Class F) |
| 120 |
Details
Country: Australia
Owner: Rivers and Water Supply Commission of Tasmania
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Coal
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 01/86
Start of RCC: 01/86
End of RCC: 06/86
End of Project: 08/86
Specifications
Height: 25 metres
Length: 247 metres
Volume of RCC: 22 m3x103
Total volume: 24 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |
Details
Country: Romania
Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch
Type: Gravity
Purpose(s): Hydropower
River: Jiu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 10/88
End of Project: 10/92
Specifications
Height: 25 metres
Length: 55 metres
Volume of RCC: 14 m3x103
Total volume: 17 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 | 900 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: USA
Owner: Brazos River Authority
Type: Gravity
Purpose(s): Water Supply
River: Double Mountain Fork
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 04/92
End of Project: -/93
Specifications
Height: 25 metres
Length: 84 metres
Volume of RCC: 22 m3x103
Total volume: 23 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 1.10 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 119 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: CAGEPE (Companhia Pernambucana de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Pirapama
Reservoir capacity: 61 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/01
End of Project: -/01
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: 87 m3x103
Total volume: 137 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | No pozzolan used |
Details
Country: Brazil
Owner: CERAN (Companhia Energética Rio das Antas)
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/04
End of Project: 12/04
Specifications
Height: 25 metres
Length: 180 metres
Volume of RCC: 35 m3x103
Total volume: 66 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | |
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 142 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/07
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.50 |
Downstream
| Slope | Type |
|---|---|
| 1.50 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
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: Criúva Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Lajeado Grange
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 12/09
Specifications
Height: 25 metres
Length: 246 metres
Volume of RCC: 80 m3x103
Total volume: 95 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: Santo Antônio Energia
Type: Gravity
Purpose(s): Hydropower
River: Madeira
Reservoir capacity: 2075 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: 03/12
Specifications
Height: 25 metres
Length: 3100 metres
Volume of RCC: 560 m3x103
Total volume: 3086 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: Eletrosul Centrais Elétricas S/A
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Braço do Norte
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/13
Specifications
Height: 25 metres
Length: 117 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: Peru
Owner: -
Type: Gravity
Purpose(s): unknown
River: Asana
Reservoir capacity: -
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/16
Specifications
Height: 25 metres
Length: 67 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Canada
Owner: Matteus West and Squamish Nation
Type: Gravity
Purpose(s): Flood Control
River: Cheekye
Reservoir capacity: -
Construction Dates
Start of Project: 10/23
Start of RCC: 10/23
End of RCC: -/26
End of Project: 10/26
Specifications
Height: 25 metres
Length: 200 metres
Volume of RCC: 55 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: Morocco
Owner: AREP (Regional Project Execution Agency)
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Boujir
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 07/24
Start of RCC: 07/24
End of RCC: -/26
End of Project: -/27
Specifications
Height: 25 metres
Length: 416 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates