Dam Search Results
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) | |||||||
| Pangue | Chile | H | Bio-Bio | 175 | 01/92 | 01/95 | 02/96 | 12/96 | 113 | 410 | 670 | 740 | V | (1) | 0.80 | (3)* | 0.80 | (12) | 300 | 300 | 80 | 100 | (N) | |
| Wadi Dayqah | Oman | W | Wadi Dayqah | 100 | 08/06 | 01/08 | 04/09 | 11/09 | 75 | 410 | 590 | 650 | V | (3') | 0.75 | (3')* | 0.75 | (3')* | 300 | 1200 | 126 112 | 54 48 | (M) | |
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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: Chile
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bio-Bio
Reservoir capacity: 175 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 02/96
End of Project: 12/96
Specifications
Height: 113 metres
Length: 410 metres
Volume of RCC: 670 m3x103
Total volume: 740 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 |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Natural pozzolan (ASTM Class N) |
Details
Country: Oman
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Wadi Dayqah
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 08/06
Start of RCC: 08/06
End of RCC: 04/09
End of Project: 11/09
Specifications
Height: 75 metres
Length: 410 metres
Volume of RCC: 590 m3x103
Total volume: 650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 126 |
| 112 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 54 | Milled sand |
| 48 |
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