Dam Search Results
- Total Volume: 122 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) | |||||||
| Gökkaya | Turkey | H | Göksu | 18 | 02/10 | 07/10 | 05/12 | 07/12 | 69 | 118 | 96 | 122 | 0.067 | (1) | 0.80 | (1) | 0.80 | (11) | 300 | 300 | 55 | 55 | (F) | |
| Center Hill Auxiliary Backup Dam | USA | F H R W | Caney Fork | 940 | - /17 | - /19 | - /20 | - /21 | 40 | 293 | 99 | 122 | V | (1) | V 0.83 | (1)* | 0.83 | (1)* | 300 | 300 | 93 | 93 | (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: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 02/10
Start of RCC: 02/10
End of RCC: 05/12
End of Project: 07/12
Specifications
Height: 69 metres
Length: 118 metres
Volume of RCC: 96 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.067 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast before RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation / Water Supply
River: Caney Fork
Reservoir capacity: 940 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 40 metres
Length: 293 metres
Volume of RCC: 99 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork [stepped face] |
| 0.83 |
Spillway
| Slope | Type |
|---|---|
| 0.83 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 93 | Low-lime flyash (ASTM Class F) |
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