Dam Search Results
- Dimensions
- Height: 30 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) | |||||||
De Mist Kraal | South Africa | I W | Little Fish | 4 | 09/84 | 05/86 | 08/86 | 10/87 | 30 | 300 | 35 | 65 | V | (1) | 0.60 | (1)* | 0.60 | (1)* | 250 | 250 | 58 | 58 | (F) | |
Loyalty Road flood retarding basin | Australia | F | Darling Mills Creek | 06/95 | 12/95 | 04/96 | 08/96 | 30 | 111 | 20 | 22 | V | (7) | 0.80 | (7) | 0.80 | (7) | 300 | 300 | 80 | 0 | (S) | ||
Helong | China | H R W | Hailanhe | 30 | 11/98 | 08/99 | 01/02 | 12/02 | 30 | 244 | 43 | 89 | V | (1) | 0.75 | (10) | ogee | (10)* | 300 | 2000 | 113 | 113 | (F) | |
Amata | Mexico | I | San Lorenzo | 14 | 11/03 | 11/04 | 04/05 | 06/05 | 30 | 218 | 42 | 60 | V 1.00 | (8) | 1.00 | (3)* | 1.00 | (12) | 300 | 300 | 120 | 0 | (-) - | |
Artur Tavares de Melo | Brazil | I | Itambé | 21 | - /03 | - /04 | - /05 | - /06 | 30 | 306 | 50 | 300 | 300 | 80 | 0 | (-) - | ||||||||
El Sauz | Mexico | W | - /04 | - /05 | - /06 | - /07 | 30 | |||||||||||||||||
Linha Emilia | Brazil | H | Carreiro | 12 | - /06 | - /07 | - /07 | - /08 | 30 | 205 | 35 | 54 | ||||||||||||
Sidi Yahya (formerly Ain Kwachia) | Morocco | I W | Khellata | 11 | 01/07 | 05/07 | 07/08 | 11/08 | 30 | 213 | 60 | 78 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 105 | 0 | (-) - | |
São Pedro | Brazil | H | Jacu Braço Norte | 2 | - /06 | - /07 | - /09 | - /10 | 30 | 140 | 22 | 35 | ||||||||||||
São José | Brazil | H | Carreiro | - /07 | - /08 | - /09 | - /10 | 30 | ||||||||||||||||
Shidi | China | - /06 | - /08 | - /10 | - /12 | 30 | ||||||||||||||||||
Marco Balbo | Brazil | H | - /10 | - /10 | - /10 | - /10 | 30 | 42 | 73 | |||||||||||||||
Anta (with Simplicio) | Brazil | H | Paraiba do Sul | 114 | - /09 | - /10 | - /11 | 12/11 | 30 | 270 | 44 | 55 | ||||||||||||
Lianhua | China | H | Lianhuaxi | 33 | - /10 | - /14 | - /16 | - /17 | 30 | 333 | ||||||||||||||
Cudi-Circip | Turkey | I | Circip | 2 | - /16 | - /17 | - /18 | - /19 | 30 | 213 | 48 | 59 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 1200 | 98 | 52 | ||
Bouhdid | Algeria | F | Oued Bouhdid | 1 | - /18 | - /19 | - /20 | - /21 | 30 | 260 | 60 | 0.10 | 0.90 |
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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: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Little Fish
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 09/84
Start of RCC: 09/84
End of RCC: 08/86
End of Project: 10/87
Specifications
Height: 30 metres
Length: 300 metres
Volume of RCC: 35 m3x103
Total volume: 65 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.60 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
58 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
58 | Low-lime flyash (ASTM Class F) |
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Darling Mills Creek
Reservoir capacity: -
Construction Dates
Start of Project: 06/95
Start of RCC: 06/95
End of RCC: 04/96
End of Project: 08/96
Specifications
Height: 30 metres
Length: 111 metres
Volume of RCC: 20 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete panels |
Spillway
Slope | Type |
---|---|
0.80 | RCC against precast concrete panels |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | Ground-granulated blast-furnace slag |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 11/98
Start of RCC: 11/98
End of RCC: 01/02
End of Project: 12/02
Specifications
Height: 30 metres
Length: 244 metres
Volume of RCC: 43 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
ogee | RCC against precast concrete blocks [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
113 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
113 | Low-lime flyash (ASTM Class F) |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: San Lorenzo
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: 11/03
Start of RCC: 11/03
End of RCC: 04/05
End of Project: 06/05
Specifications
Height: 30 metres
Length: 218 metres
Volume of RCC: 42 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
1.00 |
Downstream
Slope | Type |
---|---|
1.00 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
1.00 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
120 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Itambé
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 30 metres
Length: 306 metres
Volume of RCC: 50 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 30 metres
Length: -
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 30 metres
Length: 205 metres
Volume of RCC: 35 m3x103
Total volume: 54 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: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Khellata
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: 07/08
End of Project: 11/08
Specifications
Height: 30 metres
Length: 213 metres
Volume of RCC: 60 m3x103
Total volume: 78 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | 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) |
---|
105 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacu Braço Norte
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 30 metres
Length: 140 metres
Volume of RCC: 22 m3x103
Total volume: 35 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: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 30 metres
Length: -
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: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/12
Specifications
Height: 30 metres
Length: -
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/10
End of Project: -/10
Specifications
Height: 30 metres
Length: -
Volume of RCC: 42 m3x103
Total volume: 73 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: -
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: 114 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 12/11
Specifications
Height: 30 metres
Length: 270 metres
Volume of RCC: 44 m3x103
Total volume: 55 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lianhuaxi
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/17
Specifications
Height: 30 metres
Length: 333 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: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Circip
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 30 metres
Length: 213 metres
Volume of RCC: 48 m3x103
Total volume: 59 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 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
98 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
52 | |
Details
Country: Algeria
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Oued Bouhdid
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/20
End of Project: -/21
Specifications
Height: 30 metres
Length: 260 metres
Volume of RCC: -
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.90 |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
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