Dam Search Results
- Volume
- Volume of RCC: 85 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) | |||||||
Guilman-Amorin | Brazil | H | Piracicaba | 12 | - /97 | - /98 | - /99 | - /00 | 41 | 499 | 85 | 102 | 300 | 300 | 80 | 20 | (N) | |||||||
Meander | Australia | I W | Meander | 43 | 01/06 | 01/07 | 08/07 | 12/07 | 47 | 180 | 85 | 85 | V | (4) | 0.70 | (10) | 0.70 | (10) | 300 | 300 | 70 | 0 | (-) - | |
Picachos | Mexico | I W | Presidio | 322 | 02/07 | 09/07 | - /08 | - /09 | 85 | 256 | 85 | V 0.15 | (12) (12) | 0.85 | (12) | 0.85 | (12) | 300 | 3000 | 50 | 45 | (S) | ||
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) | |
Lavrinha | Brazil | H | Paraiba do Sul | 12/07 | - /09 | - /10 | - /11 | 28 | 85 | |||||||||||||||
Akçakoca | Turkey | I W | Sarma | 2 | 01/13 | 05/15 | 10/16 | - /17 | 66 | 148 | 85 | 130 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 |
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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): Hydropower
River: Piracicaba
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/99
End of Project: -/00
Specifications
Height: 41 metres
Length: 499 metres
Volume of RCC: 85 m3x103
Total volume: 102 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Meander
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: 01/06
Start of RCC: 01/06
End of RCC: 08/07
End of Project: 12/07
Specifications
Height: 47 metres
Length: 180 metres
Volume of RCC: 85 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.70 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.70 | RCC against precast concrete blocks |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Presidio
Reservoir capacity: 322 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: -/08
End of Project: -/09
Specifications
Height: 85 metres
Length: 256 metres
Volume of RCC: 85 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
0.15 | Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
0.85 | Reinforced conventional concrete cast after RCC placement |
Spillway
Slope | Type |
---|---|
0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
45 | Ground-granulated blast-furnace slag |
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) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: -
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: -
Volume of RCC: 85 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: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Sarma
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 01/13
Start of RCC: 01/13
End of RCC: 10/16
End of Project: -/17
Specifications
Height: 66 metres
Length: 148 metres
Volume of RCC: 85 m3x103
Total volume: 130 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
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