Dam Search Results
- Volume
- Volume of RCC: 23 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) | |||||||
| Nagashima sediment dam [H-F] | Japan | Ministry of Construction | Ohi | 1 | 03/97 | 04/99 | 12/99 | 08/00 | 33 | 127 | 23 | 55 | 1.20 | (12) | 1.20 | (12) | 250 | 500 1000 | 40 | 50 | (S) | |||
| Quatorze de Julho | Brazil | CERAN (Companhia Energética Rio das Antas) | H | Das Antas | 92 | - /05 | - /06 | - /07 | - /08 | 37 | 362 | 23 | 160 | 75 | 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: Japan
Owner: Ministry of Construction
Type: Hardfill
Purpose(s): unknown
River: Ohi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/97
Start of RCC: 03/97
End of RCC: 12/99
End of Project: 08/00
Specifications
Height: 33 metres
Length: 127 metres
Volume of RCC: 23 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 500 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 40 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: CERAN (Companhia Energética Rio das Antas)
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 92 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 37 metres
Length: 362 metres
Volume of RCC: 23 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
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