Dam Search Results
- Reservoir Capacity: 29 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) | |||||||
| Tianshenqiao Nº2 | China | F H | Nanpan | 29 | 01/84 | 04/87 | 06/90 | 12/92 | 61 | 471 | 143 | 284 | V | (1) | V 0.40 | (10) | ogee | (1) | 250 | 250 | 79 | 79 | (F) | |
| Qinglong [A] | China | H | Maweigou | 29 | 12/08 | - /09 | - /11 | - /12 | 140 | 116 | 212 | |||||||||||||
| Silopi | Turkey | H W | Hezil | 29 | 08/08 | - /10 | - /11 | 02/12 | 89 | 356 | 718 | 752 | 0.10 | (7) | 0.70 | (3')* | 0.70 | (1) | 300 | 300 | 81 | 39 | (-) - | |
| Irahara | Japan | F W | Harai | 29 | 07/14 | 07/15 | 03/18 | 03/19 | 81 | 295 | 372 | 419 | V 0.60 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 1000 | 84 | 36 | (F) | |
| Asuwagawa [A-G] | Japan | F | Beko | 29 | 07/06 | - /18 | - /24 | - /26 | 96 | |||||||||||||||
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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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Nanpan
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 01/84
Start of RCC: 01/84
End of RCC: 06/90
End of Project: 12/92
Specifications
Height: 61 metres
Length: 471 metres
Volume of RCC: 143 m3x103
Total volume: 284 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete blocks |
| 0.40 |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 79 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 79 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Maweigou
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 12/08
Start of RCC: 12/08
End of RCC: -/11
End of Project: -/12
Specifications
Height: 140 metres
Length: 116 metres
Volume of RCC: -
Total volume: 212 m3x103
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 |
|---|---|
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Hezil
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 08/08
Start of RCC: 08/08
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 89 metres
Length: 356 metres
Volume of RCC: 718 m3x103
Total volume: 752 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 81 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | No pozzolan used - |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Harai
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 07/14
Start of RCC: 07/14
End of RCC: 03/18
End of Project: 03/19
Specifications
Height: 81 metres
Length: 295 metres
Volume of RCC: 372 m3x103
Total volume: 419 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Arch-Gravity
Purpose(s): Flood Control
River: Beko
Reservoir capacity: 29 m3x106
Construction Dates
Start of Project: 07/06
Start of RCC: 07/06
End of RCC: -/24
End of Project: -/26
Specifications
Height: 96 metres
Length: -
Volume of RCC: -
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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