Dam Search Results
- Volume
- Volume of RCC: 141 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) | |||||||
| Ohmatsugawa | Japan | F H W | Matsu | 12 | 07/90 | 10/92 | 06/95 | 09/96 | 65 | 296 | 141 | 294 | V 0.70 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 91 | 39 | (F) | |
| Hayachine | Japan | F H I W | Hienuki | 17 | 03/93 | 10/95 | 06/98 | 03/00 | 74 | 333 | 141 | 333 | V 0.20 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 84 | 36 | (F) | |
| Wanmipo | China | H N | Youshui | 378 | 08/01 | 11/02 | 05/03 | 05/04 | 65 | 238 | 141 | 376 | V | (3') | 0.75 | (12) | ogee | (12) | 300 | 3000 | 86 68 | 103 83 | (F) | |
| Okshtuni | Albania | F H | Okshtuni | 7 | 08/15 | 03/17 | 10/17 | 02/18 | 65 | 253 | 141 | 194 | V 0.15 | (12) | 0.90 | (12)* | 0.90 | (12)* | 300 | 300 | 115 | 0 | (-) - | |
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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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Matsu
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 06/95
End of Project: 09/96
Specifications
Height: 65 metres
Length: 296 metres
Volume of RCC: 141 m3x103
Total volume: 294 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Hienuki
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: 06/98
End of Project: 03/00
Specifications
Height: 74 metres
Length: 333 metres
Volume of RCC: 141 m3x103
Total volume: 333 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Navigation
River: Youshui
Reservoir capacity: 378 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: 05/03
End of Project: 05/04
Specifications
Height: 65 metres
Length: 238 metres
Volume of RCC: 141 m3x103
Total volume: 376 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 86 |
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 103 | Low-lime flyash (ASTM Class F) |
| 83 |
Details
Country: Albania
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Okshtuni
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 10/17
End of Project: 02/18
Specifications
Height: 65 metres
Length: 253 metres
Volume of RCC: 141 m3x103
Total volume: 194 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 115 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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