Dam Search Results
- Reservoir Capacity: 73 m3x106
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) | |||||||
| Mae Suai | Thailand | I | Mae Suai | 73 | 11/99 | 10/00 | 01/02 | 07/02 | 59 | 340 | 300 | 350 | 0.15 | (15) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 70 | 80 to 100 | (F) | |
| Köroglu Kotanli 1 [A-G] | Turkey | H | Kura | 73 | 03/15 | 06/15 | 02/17 | 04/17 | 100 | 404 | 640 | 680 | V | (3') | 0.60 | (3')* | 0.60 | (12) | 300 | 300 | 85 | 130 | (N) | |
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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: Thailand
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Mae Suai
Reservoir capacity: 73 m3x106
Construction Dates
Start of Project: 11/99
Start of RCC: 11/99
End of RCC: 01/02
End of Project: 07/02
Specifications
Height: 59 metres
Length: 340 metres
Volume of RCC: 300 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 to | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 73 m3x106
Construction Dates
Start of Project: 03/15
Start of RCC: 03/15
End of RCC: 02/17
End of Project: 04/17
Specifications
Height: 100 metres
Length: 404 metres
Volume of RCC: 640 m3x103
Total volume: 680 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |
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