Dam Search Results
- Volume
- Volume of RCC: 240 m3x103
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) | |||||||
| Huatan | China | H | Yinghe | 8 | 01/96 | 06/96 | 12/98 | 05/99 | 85 | 173 | 240 | 290 | 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 - 400 | 300 - 400 | 78 74 | 95 90 | (F) | |
| Wala | Jordan | G | Wala | 9 | 01/99 | 10/00 | 04/02 | 04/03 | 52 | 300 | 240 | 260 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 120 100 | 0 0 | (-) - | |
| Leidatan | China | H | Yingtaoyuangou | 94 | 03/03 | - /05 | - /06 | 06/07 | 84 | 202 | 240 | 340 | V | (3') | 0.70 | (3') | 0.70 | (1) | ||||||
| Castro Alves | Brazil | H | Das Antas | 127 | - /05 | - /06 | - /07 | 02/08 | 48 | 350 | 240 | 322 | V | 1.30 | 1.30 | 60 | 15 | (N) | ||||||
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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): Hydropower
River: Yinghe
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 01/96
Start of RCC: 01/96
End of RCC: 12/98
End of Project: 05/99
Specifications
Height: 85 metres
Length: 173 metres
Volume of RCC: 240 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 78 |
| 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |
| 90 |
Details
Country: Jordan
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 04/02
End of Project: 04/03
Specifications
Height: 52 metres
Length: 300 metres
Volume of RCC: 240 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yingtaoyuangou
Reservoir capacity: 94 m3x106
Construction Dates
Start of Project: 03/03
Start of RCC: 03/03
End of RCC: -/06
End of Project: 06/07
Specifications
Height: 84 metres
Length: 202 metres
Volume of RCC: 240 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
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: Das Antas
Reservoir capacity: 127 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 48 metres
Length: 350 metres
Volume of RCC: 240 m3x103
Total volume: 322 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 1.30 |
Spillway
| Slope | Type |
|---|---|
| 1.30 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
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