Dam Search Results
- Volume
- Volume of RCC: 225 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) | |||||||
| Santa Eugenia | Spain | H | Xallas | 17 | 01/87 | 06/87 | 06/88 | 10/88 | 84 | 290 | 225 | 254 | 0.05 | (3) | 0.75 0.35 | (3)* (3)* | 0.75 | (1) | 250 | 250 | 88 72 | 152 145 | (F) | |
| Tekke Kavakli | Turkey | I W | Çat | 2 | - /19 | - /22 | - /24 | - /25 | 42 | 325 | 225 | |||||||||||||
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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: Spain
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xallas
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 01/87
Start of RCC: 01/87
End of RCC: 06/88
End of Project: 10/88
Specifications
Height: 84 metres
Length: 290 metres
Volume of RCC: 225 m3x103
Total volume: 254 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
| 0.35 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 152 | Low-lime flyash (ASTM Class F) |
| 145 |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Çat
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/24
End of Project: -/25
Specifications
Height: 42 metres
Length: 325 metres
Volume of RCC: 225 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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