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) | |||||||
| Cuchillo Negro | USA | City of Truth or Consequences | F | Cuchillo Negro | 10/89 | 03/90 | 05/91 | 07/91 | 50 | 186 | 75 | 82 | V | (7) | 0.90 | (17) | separate | 300 | 300 | 77 | 59 | (F) | ||
| Çamlica III [H-F] | Turkey | Akfen Energy | F H | Zamanti | 1 | 04/08 | 04/10 | 12/10 | 04/11 | 52 | 186 | 160 | 182 | 0.70 | (7) | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 88 | 37 | (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: USA
Owner: City of Truth or Consequences
Type: Gravity
Purpose(s): Flood Control
River: Cuchillo Negro
Reservoir capacity: -
Construction Dates
Start of Project: 10/89
Start of RCC: 10/89
End of RCC: 05/91
End of Project: 07/91
Specifications
Height: 50 metres
Length: 186 metres
Volume of RCC: 75 m3x103
Total volume: 82 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: Akfen Energy
Type: Hardfill
Purpose(s): Flood Control / Hydropower
River: Zamanti
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 12/10
End of Project: 04/11
Specifications
Height: 52 metres
Length: 186 metres
Volume of RCC: 160 m3x103
Total volume: 182 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 37 | Low-lime flyash (ASTM Class F) |
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