Dam Search Results
- Volume
- Volume of RCC: 380 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) | |||||||
| Shapai [A] | China | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) | |
| Rompepicos en Corral des Palmas | Mexico | F | Santa Catarina | 100 | - /02 | 03/03 | - /03 | - /04 | 109 | 250 | 380 | 400 | V | (8) | V 0.85 | (5) (17) | 0.85 | (12) | 300 | 300 | 65 | 35 | (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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Caopohe
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 06/97
Start of RCC: 06/97
End of RCC: 05/02
End of Project: 04/03
Specifications
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.21 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| crest | Traditional concrete against formwork |
| 0.21 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 108 |
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 72 | Low-lime flyash (ASTM Class F) |
| 89 |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Santa Catarina
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: 380 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
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