Dam Search Results
- Dimensions
- Height: 28 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) | |||||||
Los Morales | Spain | W | Morales | 2 | 06/86 | 02/87 | 10/87 | 12/87 | 28 | 200 | 22 | 26 | V | (1) (3) | 0.75 | (3)* | 0.75 | (1) | 300 - 400 | 300 - 400 | 80 74 | 140 128 | (F) | |
Belén-Flores | Spain | F | Belén | 1 | 09/91 | 11/91 | 01/92 | 01/92 | 28 | 87 | 10 | 12 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Qedusizi (formerly Mount Pleasant) | South Africa | F | Klip | 128 | 04/94 | 03/95 | 08/97 | 03/98 | 28 | 490 | 78 | 156 | V | (1) | V 0.70 | (1) (1)* | 0.70 | (1)* | 250 | 250 | 46 | 108 | (S) | |
Nam Mang 3 | Laos | H | Nam Gnong | 49 | - /02 | - /03 | - /04 | 01/05 | 28 | 151 | ||||||||||||||
Areia Branca | Brazil | H | Manhuaçu | - /08 | - /08 | - /09 | - /09 | 28 | 257 | |||||||||||||||
Gasparino | Brazil | W | - /07 | - /08 | - /10 | 10/10 | 28 | 1000 | 130 | |||||||||||||||
Lavrinha | Brazil | H | Paraiba do Sul | 12/07 | - /09 | - /10 | - /11 | 28 | 85 | |||||||||||||||
São Gonçalo (formerly Santa Bárbara) | Brazil | H | Santa Bárbara | 6 | - /08 | - /09 | - /10 | - /11 | 28 | 154 | 14 | 26 | V | 0.75 | 0.75 | 68 | 17 | (N) | ||||||
Gürün Çamlıca | Turkey | I | Kırkgöz Creek | 1 | - /17 | - /19 | - /21 | - /23 | 28 | 142 | 28 | 0.10 | 0.80 | 300 | 80 | 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: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Morales
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 06/86
Start of RCC: 06/86
End of RCC: 10/87
End of Project: 12/87
Specifications
Height: 28 metres
Length: 200 metres
Volume of RCC: 22 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 - | 300 - |
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
80 |
74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
128 |
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 01/92
End of Project: 01/92
Specifications
Height: 28 metres
Length: 87 metres
Volume of RCC: 10 m3x103
Total volume: 12 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Klip
Reservoir capacity: 128 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 08/97
End of Project: 03/98
Specifications
Height: 28 metres
Length: 490 metres
Volume of RCC: 78 m3x103
Total volume: 156 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.70 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
46 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
108 | Ground-granulated blast-furnace slag |
Details
Country: Laos
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Gnong
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: 01/05
Specifications
Height: 28 metres
Length: 151 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: -/09
Specifications
Height: 28 metres
Length: 257 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: 10/10
Specifications
Height: 28 metres
Length: 1000 metres
Volume of RCC: -
Total volume: 130 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: -
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santa Bárbara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: 154 metres
Volume of RCC: 14 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Kırkgöz Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/21
End of Project: -/23
Specifications
Height: 28 metres
Length: 142 metres
Volume of RCC: 28 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
32 | |
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