Dam Search Results
- Reservoir Capacity: 66 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) | |||||||
| Taung | South Africa | I W | Harts | 66 | 06/90 | 08/91 | 09/92 | 05/93 | 50 | 320 | 132 | 153 | V | (1) | V 0.75 | (1) (1)* | 0.75 | (1)* | 250 | 250 | 44 | 66 | (F) | |
| Hiyoshi | Japan | F H W | Katsura | 66 | - /83 | 10/94 | 07/96 | 03/98 | 70 | 438 | 440 | 670 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 77 | 36 33 | (F) | |
| Tianhuaban [A] | China | H | Niulan | 66 | 12/06 | - /07 | - /09 | - /10 | 113 | 160 | 182 | 360 | curve | (3') | curve | (3') | ogee | (3) | ||||||
| Kirazlı Köprü | Turkey | H I | Gökırmak | 66 | - /99 | - /13 | - /16 | - /17 | 73 | 280 | 330 | 0.10 | (1) | 0.90 | (1) | 300 | 75 | 50 | (F) | |||||
| Niulu | China | H | Niulushi | 66 | - /18 | - /20 | - /21 | - /22 | 80 | 391 | ||||||||||||||
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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: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Harts
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 06/90
Start of RCC: 06/90
End of RCC: 09/92
End of Project: 05/93
Specifications
Height: 50 metres
Length: 320 metres
Volume of RCC: 132 m3x103
Total volume: 153 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 44 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 66 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Katsura
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/83
Start of RCC: -/83
End of RCC: 07/96
End of Project: 03/98
Specifications
Height: 70 metres
Length: 438 metres
Volume of RCC: 440 m3x103
Total volume: 670 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 33 |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Niulan
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: 12/06
Start of RCC: 12/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 113 metres
Length: 160 metres
Volume of RCC: 182 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| ogee | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Gökırmak
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/16
End of Project: -/17
Specifications
Height: 73 metres
Length: 280 metres
Volume of RCC: 330 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Niulushi
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: -/22
Specifications
Height: 80 metres
Length: 391 metres
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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