Dam Search Results
- Dimensions
- Height: 29 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.
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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) | |||||||
| Gameleira | Brazil | CODEVASF | F I R W | Gameleira | 145 | 07/90 | 12/90 | 04/91 | 05/91 | 29 | 150 | 27 | 29 | V | (1) | (1)* | 400 | 400 | 52 | 13 | (-) - | |||
| Bertarello | Brazil | CORSAN (Companhia Riograndense de Saneamento) | W | Arroio Burati | 6 | - /98 | 08/98 | 07/99 | - /00 | 29 | 219 | 80 | 115 | V | (13) | (12)* | (12)* | 300 | 300 | 72 | 18 | (N) | ||
| Poço do Magro | Brazil | CODEVASF (Companhia de Desenvolvimento dos Vales do São Francisco e do Parnaíba) | 37 | - /03 | - /04 | - /05 | - /06 | 29 | 540 | 58 | 68 | 64 | 16 | (N) | ||||||||||
| Genesee #2 | USA | Genesee Water and Sanitation District | W | Bear Creek | 1 | 06/06 | 11/06 | 11/06 | 10/07 | 29 | 168 | 24 | V | 300 | 300 | |||||||||
| Ludesa [H-F] | Brazil | CPFL Renovaveis | H | Chapecó | 142 | - /06 | - /06 | - /07 | 04/07 | 29 | 300 | 1.50 | 1.50 | 0.75 | ||||||||||
| Kasegawa auxiliary dam [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Kase | 1 | 03/08 | 10/09 | 06/10 | 09/10 | 29 | 116 | 52 | 68 | 0.80 | (12) | 0.80 | (12) | 0.80 | (12) | 250 | 750 | 80 | 0 | (-) - |
| Ait Moulay Ahmed | Morocco | Direction des Aménagements Hydrauliques | I W | Ain Leuh | 2 | 10/09 | - /10 | 01/11 | 10/11 | 29 | 136 | 18 | 20 | V | (5) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 70 | 30 | (N) |
| Sarıveliler Göktepe | Turkey | DSI - State Hydraulic Works | I | 1 | - /13 | - /14 | - /15 | - /15 | 29 | 69 | 60 | 0 | ||||||||||||
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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: Brazil
Owner: CODEVASF
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Gameleira
Reservoir capacity: 145 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 04/91
End of Project: 05/91
Specifications
Height: 29 metres
Length: 150 metres
Volume of RCC: 27 m3x103
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 52 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 13 | No pozzolan used - |
Details
Country: Brazil
Owner: CORSAN (Companhia Riograndense de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Arroio Burati
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: 07/99
End of Project: -/00
Specifications
Height: 29 metres
Length: 219 metres
Volume of RCC: 80 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do São Francisco e do Parnaíba)
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 29 metres
Length: 540 metres
Volume of RCC: 58 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) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | Natural pozzolan (ASTM Class N) |
Details
Country: USA
Owner: Genesee Water and Sanitation District
Type: Gravity
Purpose(s): Water Supply
River: Bear Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/06
Start of RCC: 06/06
End of RCC: 11/06
End of Project: 10/07
Specifications
Height: 29 metres
Length: 168 metres
Volume of RCC: 24 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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: 29 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: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Hardfill
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kase
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/08
Start of RCC: 03/08
End of RCC: 06/10
End of Project: 09/10
Specifications
Height: 29 metres
Length: 116 metres
Volume of RCC: 52 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Ain Leuh
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 10/09
Start of RCC: 10/09
End of RCC: 01/11
End of Project: 10/11
Specifications
Height: 29 metres
Length: 136 metres
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 29 metres
Length: -
Volume of RCC: 69 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) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | |
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