Dam Search Results
- Reservoir Capacity: 293 m3x106
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) | |||||||
Umari | Brazil | F I R W | do Carmo | 293 | - /98 | - /99 | - /01 | - /01 | 42 | 2308 | 655 | 660 | (12) | 300 | 300 | 70 | 0 | (-) - | ||||||
Poço Marrua | Brazil | I W | Parnaiba | 293 | - /07 | - /08 | - /09 | - /10 | 48 | 870 | 293 | 306 | ||||||||||||
Dahuaqiao | China | H | Lancang (Mekong) | 293 | - /10 | - /13 | - /18 | - /19 | 107 | 232 | 112 |
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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): Flood Control / Irrigation / Recreation / Water Supply
River: do Carmo
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/01
End of Project: -/01
Specifications
Height: 42 metres
Length: 2308 metres
Volume of RCC: 655 m3x103
Total volume: 660 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Parnaiba
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 48 metres
Length: 870 metres
Volume of RCC: 293 m3x103
Total volume: 306 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: Lancang (Mekong)
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/18
End of Project: -/19
Specifications
Height: 107 metres
Length: 232 metres
Volume of RCC: -
Total volume: 112 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 |
---|---|
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