Dam Search Results
- Dimensions
- Height: 67 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) | |||||||
Gov. José Richa (formerly Salto Caxias) | Brazil | H | Iguaçu | 4 | 02/95 | 01/96 | 07/98 | 12/98 | 67 | 1083 | 912 | 1438 | V | (13) | 0.75 | (1)* | 0.75 | (12) | 300 | 300 | 80 | 20 | (F) | |
Cana Brava | Brazil | H | Tocantins | 2300 | 03/99 | 02/00 | 10/01 | 10/02 | 67 | 510 | 527 | 833 | (1) | (3)* | ogee | (1) | 300 | 300 | 40 | 50 | (S) | |||
Mujib | Jordan | I W | Mujib | 35 | 01/99 | 01/01 | 02/03 | 11/03 | 67 | 490 | 654 | 694 | 0.10 | (2) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 85 | 0 | (-) - | |
Santa Clara - Jordão-PR | Brazil | H | Jordåo | 431 | 11/02 | 12/03 | - /04 | 01/05 | 67 | 543 | 530 | 606 | (1) | (1) | (1)* | 300 | 300 | 40 | 50 | (S) | ||||
Şirnak | Turkey | H | Ortasui | 18 | - /08 | 11/09 | 08/10 | 09/10 | 67 | 198 | 157 | 231 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 600 | 125 | 0 | (-) - | |
Portugues [A-G] | USA | F | Portugues | 20 | 04/08 | 01/11 | 05/12 | 12/13 | 67 | 375 | 270 | 310 | V | (3') | 0.35 | (3')* | 0.35 | (1) | 300 | 300 | 114 | 51 | (F) | |
Teles Pires | Brazil | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 67 | 360 | 500 | 1020 | ||||||||||||
Wala Dam Raise | Jordan | 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) | |
Tan My | Vietnam | H I W | Cai | 219 | - /16 | - /18 | - /20 | - /21 | 67 | 1130 | ||||||||||||||
Gürsöğüt 1 | Turkey | H | Sakarya | 77 | - /19 | - /19 | - /20 | - /20 | 67 | 135 | 207 | |||||||||||||
Gümüshane Bahçecik | Turkey | W | Şenkale Deresi | 3 | 06/17 | 11/18 | - /21 | - /22 | 67 | 273 | 148 | 0.10 | (1) | 0.80 | (1)* | 300 | 300 | (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): Hydropower
River: Iguaçu
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 02/95
Start of RCC: 02/95
End of RCC: 07/98
End of Project: 12/98
Specifications
Height: 67 metres
Length: 1083 metres
Volume of RCC: 912 m3x103
Total volume: 1438 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 2300 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 10/01
End of Project: 10/02
Specifications
Height: 67 metres
Length: 510 metres
Volume of RCC: 527 m3x103
Total volume: 833 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |
Details
Country: Jordan
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Mujib
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 02/03
End of Project: 11/03
Specifications
Height: 67 metres
Length: 490 metres
Volume of RCC: 654 m3x103
Total volume: 694 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork with external geomembrane |
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) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordåo
Reservoir capacity: 431 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: -/04
End of Project: 01/05
Specifications
Height: 67 metres
Length: 543 metres
Volume of RCC: 530 m3x103
Total volume: 606 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ortasui
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/10
End of Project: 09/10
Specifications
Height: 67 metres
Length: 198 metres
Volume of RCC: 157 m3x103
Total volume: 231 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 | 600 |
Cementitious material
Cement (kg/m3) |
---|
125 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: USA
Owner: -
Type: Arch-Gravity
Purpose(s): Flood Control
River: Portugues
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 05/12
End of Project: 12/13
Specifications
Height: 67 metres
Length: 375 metres
Volume of RCC: 270 m3x103
Total volume: 310 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.35 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
114 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
51 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/11
Start of RCC: 07/11
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 67 metres
Length: 360 metres
Volume of RCC: 500 m3x103
Total volume: 1020 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: Jordan
Owner: -
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) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Cai
Reservoir capacity: 219 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/20
End of Project: -/21
Specifications
Height: 67 metres
Length: -
Volume of RCC: -
Total volume: 1130 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: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Sakarya
Reservoir capacity: 77 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/20
End of Project: -/20
Specifications
Height: 67 metres
Length: 135 metres
Volume of RCC: 207 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): Water Supply
River: Şenkale Deresi
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 06/17
Start of RCC: 06/17
End of RCC: -/21
End of Project: -/22
Specifications
Height: 67 metres
Length: 273 metres
Volume of RCC: 148 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Natural pozzolan (ASTM Class N) | |
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