Dam Search Results
- Total Volume: 95 m3x103
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) | |||||||
Val da Serra | Brazil | W | Ibicui-Mirim | 24 | 07/97 | 11/97 | 07/98 | 11/98 | 37 | 675 | 69 | 95 | V | (13) | (12)* | (12)* | 300 | 300 | 90 | 30 | (F) | |||
Criúva | Brazil | H | Lajeado Grange | 7 | - /08 | - /08 | - /09 | 12/09 | 25 | 246 | 80 | 95 | 72 | 18 | (N) | |||||||||
Sehb el Merga | Morocco | F I W | Sehb el Merga | 7 | 06/07 | - /08 | - /09 | - /10 | 37 | 480 | 85 | 95 | V | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 65 | 25 | (N) |
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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: -
Type: Gravity
Purpose(s): Water Supply
River: Ibicui-Mirim
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: 07/97
Start of RCC: 07/97
End of RCC: 07/98
End of Project: 11/98
Specifications
Height: 37 metres
Length: 675 metres
Volume of RCC: 69 m3x103
Total volume: 95 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) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
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: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Sehb el Merga
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 37 metres
Length: 480 metres
Volume of RCC: 85 m3x103
Total volume: 95 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | 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) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
25 | Natural pozzolan (ASTM Class N) |
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