Dam Search Results
- Dimensions
- Height: 32 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) | |||||||
Nangankou | China | I | Zaoshui | 4 | - /69 | - /70 | - /71 | - /72 | 32 | 85 | ||||||||||||||
Los Canchales | Spain | F W | Lácara | 15 | 05/88 | 07/88 | 11/88 | 01/89 | 32 | 240 | 25 | 54 | V | (3) | 0.50 0.80 | (3)* (3)* | 0.50 | (1)* | 250 | 250 | 84 70 | 156 145 | (F) | |
Glen Melville | South Africa | W | Ecca | 7 | 02/88 | 04/89 | 12/90 | 04/91 | 32 | 380 | 66 | 114 | V | (1) | V 0.75 | (1) (1)* | 0.75 | (1)* | 330 | 330 | 65 | 65 | (F) | |
Lower Molonglo Bypass Storage | Australia | P | Unnamed creek | 1 | 02/94 | 06/94 | 08/94 | 11/94 | 32 | 120 | 22 | 27 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 96 | 64 | (F) | |
Rio do Peixe II | Brazil | H | Do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) - | |
Las Blancas | Mexico | I | Álomo & Soso | 124 | 08/98 | 03/99 | 12/99 | 11/00 | 32 | 2795 | 221 | 316 | V | (8) | V 0.75 | (7) (3) | 0.75 | (1) | 300 | 300 | 100 | 100 | (F) | |
Guaporé | Brazil | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | |||||||||||||
Picada | Brazil | H | 7 | - /02 | - /03 | - /05 | - /06 | 32 | ||||||||||||||||
Mosquitão | Brazil | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | |||||||||||||
Rodeio Bonito | Brazil | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | ||||||||||
Palanquinho | Brazil | H | Lajeado Grande | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | |||||||||
Krayma | Morocco | W | Tiyoughza | 3 | - /09 | - /10 | - /11 | - /12 | 32 | 45 | 53 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 120 100 | 0 | (-) - | ||||
Ivan Botelho I (fomerly Ponte) | Brazil | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 |
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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: China
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Zaoshui
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/69
Start of RCC: -/69
End of RCC: -/71
End of Project: -/72
Specifications
Height: 32 metres
Length: 85 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: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Lácara
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: 05/88
Start of RCC: 05/88
End of RCC: 11/88
End of Project: 01/89
Specifications
Height: 32 metres
Length: 240 metres
Volume of RCC: 25 m3x103
Total volume: 54 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.50 | RCC against formwork [stepped face] |
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
84 |
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
156 | Low-lime flyash (ASTM Class F) |
145 |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Ecca
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 02/88
Start of RCC: 02/88
End of RCC: 12/90
End of Project: 04/91
Specifications
Height: 32 metres
Length: 380 metres
Volume of RCC: 66 m3x103
Total volume: 114 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
330 | 330 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
65 | Low-lime flyash (ASTM Class F) |
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Pollution Control
River: Unnamed creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/94
Start of RCC: 02/94
End of RCC: 08/94
End of Project: 11/94
Specifications
Height: 32 metres
Length: 120 metres
Volume of RCC: 22 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
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) |
---|
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
64 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
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) |
---|
120 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
0 |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Álomo & Soso
Reservoir capacity: 124 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 12/99
End of Project: 11/00
Specifications
Height: 32 metres
Length: 2795 metres
Volume of RCC: 221 m3x103
Total volume: 316 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
0.75 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 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: -
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 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: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 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: Irani
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 01/10
Specifications
Height: 32 metres
Length: 223 metres
Volume of RCC: -
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.85 |
Spillway
Slope | Type |
---|---|
0.85 |
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: Lajeado Grande
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 32 metres
Length: 137 metres
Volume of RCC: 89 m3x103
Total volume: 103 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): Water Supply
River: Tiyoughza
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 32 metres
Length: -
Volume of RCC: 45 m3x103
Total volume: 53 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) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
120 |
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pomba
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 32 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 |
---|---|
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