Dam Search Results
- Volume
- Volume of RCC: 132 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) | |||||||
| Saco de Nova Olinda | Brazil | F I W | Gravata | 97 | 07/85 | 07/86 | 10/86 | 06/87 | 56 | 230 | 132 | 143 | V | (1) | 0.80 | (3)* | separate | 400 | 400 | 55 | 15 | (N) | ||
| Taung | South Africa | I W | Harts | 66 | 06/90 | 08/91 | 09/92 | 05/93 | 50 | 320 | 132 | 153 | V | (1) | V 0.75 | (1) (1)* | 0.75 | (1)* | 250 | 250 | 44 | 66 | (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: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Gravata
Reservoir capacity: 97 m3x106
Construction Dates
Start of Project: 07/85
Start of RCC: 07/85
End of RCC: 10/86
End of Project: 06/87
Specifications
Height: 56 metres
Length: 230 metres
Volume of RCC: 132 m3x103
Total volume: 143 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Harts
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 09/92
End of Project: 05/93
Specifications
Height: 50 metres
Length: 320 metres
Volume of RCC: 132 m3x103
Total volume: 153 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 44 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 66 | Low-lime flyash (ASTM Class F) |
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