Dam Search Results
- Reservoir Capacity: 58 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) | |||||||
Urayama | Japan | F H W | Urayama | 58 | 03/90 | 12/92 | 12/95 | 03/99 | 156 | 372 | 1294 | 1750 | V 0.65 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) | |
Rio São Bento | Brazil | H | Rio São Bento | 58 | - /99 | - /00 | - /02 | - /03 | 49 | 461 | V | 0.80 | 0.80 | |||||||||||
Shihu | China | F I W | Lituohe | 58 | - /05 | - /06 | - /07 | - /08 | 56 | 193 | 162 | 354 |
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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: Urayama
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 12/95
End of Project: 03/99
Specifications
Height: 156 metres
Length: 372 metres
Volume of RCC: 1294 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.65 | 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) |
---|
91 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
39 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio São Bento
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 49 metres
Length: 461 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Lituohe
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 56 metres
Length: 193 metres
Volume of RCC: 162 m3x103
Total volume: 354 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 |
---|---|
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