Dam Search Results
- Dimensions
- Height: 38 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) | |||||||
Middle Fork | USA | F W | Middle Fork | 1 | 05/84 | 07/84 | 09/84 | 11/84 | 38 | 125 | 42 | 43 | V | (1) | 0.80 | (1)* | conduit | 300 | 300 | 66 | 0 | (-) - | ||
Yuxi [A] | China | W | Yuxi | 1 | - /85 | - /87 | - /88 | - /89 | 38 | 102 | (F) | |||||||||||||
Akköy I | Turkey | H | Harsit | 3 | 07/05 | 10/06 | 04/07 | 09/08 | 38 | 144 | 87 | 101 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 100 | 100 | (N) | |
Plano Alto | Brazil | H | 1 | - /06 | - /07 | - /07 | 02/08 | 38 | 173 | 42 | 78 | V | 0.75 | 0.75 | 72 | 19 | (N) | |||||||
Caju | Brazil | H | Rio Grande | 10 | - /09 | - /09 | - /10 | 03/11 | 38 | 220 | 66 | 82 | ||||||||||||
Água Limpa | Brazil | H | Palmeiras | 10 | - /11 | - /11 | - /12 | - /12 | 38 | 65 | 42 | |||||||||||||
Güneysinir Alanözü | Turkey | I | Yangılı | 3 | - /13 | - /14 | - /15 | - /15 | 38 | 270 | 71 | |||||||||||||
El Purgatorio | Mexico | F | Verde | 35 | 06/13 | - /14 | - /15 | - /16 | 38 | 200 | 400 | 0.25 | 1.00 | 1.00 | ||||||||||
Hatta Upper Saddle | UAE | H | 12/19 | 03/21 | 09/21 | - /24 | 38 | 184 | 41 | 45 | (7) | (7) | (7)* | 300 | 300 | 65 | 120 | (F) |
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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: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Middle Fork
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 05/84
Start of RCC: 05/84
End of RCC: 09/84
End of Project: 11/84
Specifications
Height: 38 metres
Length: 125 metres
Volume of RCC: 42 m3x103
Total volume: 43 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 |
---|---|
conduit |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
66 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Water Supply
River: Yuxi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/85
Start of RCC: -/85
End of RCC: -/88
End of Project: -/89
Specifications
Height: 38 metres
Length: 102 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 |
---|---|
Low-lime flyash (ASTM Class F) | |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Harsit
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 07/05
Start of RCC: 07/05
End of RCC: 04/07
End of Project: 09/08
Specifications
Height: 38 metres
Length: 144 metres
Volume of RCC: 87 m3x103
Total volume: 101 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 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 38 metres
Length: 173 metres
Volume of RCC: 42 m3x103
Total volume: 78 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) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: 03/11
Specifications
Height: 38 metres
Length: 220 metres
Volume of RCC: 66 m3x103
Total volume: 82 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: Palmeiras
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/12
Specifications
Height: 38 metres
Length: 65 metres
Volume of RCC: 42 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
River: Yangılı
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 38 metres
Length: 270 metres
Volume of RCC: 71 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: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Verde
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 06/13
Start of RCC: 06/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 38 metres
Length: 200 metres
Volume of RCC: 400 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.25 |
Downstream
Slope | Type |
---|---|
1.00 |
Spillway
Slope | Type |
---|---|
1.00 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 12/19
Start of RCC: 12/19
End of RCC: 09/21
End of Project: -/24
Specifications
Height: 38 metres
Length: 184 metres
Volume of RCC: 41 m3x103
Total volume: 45 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
RCC against precast concrete panels |
Spillway
Slope | Type |
---|---|
RCC against precast concrete panels [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |
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