Dam Search Results
- Reservoir Capacity: 480 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) | |||||||
| Bailianya [A] | China | F H I W | Dongpi | 480 | - /05 | - /06 | - /07 | 04/09 | 105 | 422 | 485 | 600 | V | (1) | 0.335 | (1) | 0.335 | (1) | 300 | 3000 | 72 56 | 108 84 | (F) | |
| Jubinha I | Brazil | H | Jubinha | 480 | - /15 | - /15 | - /15 | - /15 | 21 | 1540 | ||||||||||||||
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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: Thin Arch
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dongpi
Reservoir capacity: 480 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 04/09
Specifications
Height: 105 metres
Length: 422 metres
Volume of RCC: 485 m3x103
Total volume: 600 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.335 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.335 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| 56 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 108 | Low-lime flyash (ASTM Class F) |
| 84 |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jubinha
Reservoir capacity: 480 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 21 metres
Length: 1540 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 |
|---|---|
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