Dam Search Results
- Volume
- Volume of RCC: 113 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) | |||||||
| Hinata | Japan | F | Kasshi | 6 | 12/90 | 11/92 | 05/94 | 03/98 | 57 | 290 | 113 | 232 | V | (1) | 0.75 | (1) | 0.75 | (1) | 180 - 250 | 750 | 84 | 36 | (F) | |
| Shuangxi | China | F H I W | Meixihe | 95 | 01/95 | 03/96 | 10/97 | 12/97 | 60 | 221 | 113 | 172 | V | (9) | 0.80 | (1) | 0.78 | (1) | 300 | 300 | 90 55 | 110 105 | (F) | |
| Pedro Moura Junior (formerly Belo Jardim) | Brazil | W | Ipojuca (Gravata) | 37 | 05/95 | 09/96 | - /97 | - /98 | 56 | 380 | 113 | 125 | (1) | (1)* | (1)* | 300 | 300 | 64 | 16 | (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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Kasshi
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 05/94
End of Project: 03/98
Specifications
Height: 57 metres
Length: 290 metres
Volume of RCC: 113 m3x103
Total volume: 232 m3x103
Construction Methods
Facings
Upstream
| Slope | Type | 
|---|---|
| Vertical | Traditional concrete against formwork | 
Downstream
| Slope | Type | 
|---|---|
| 0.75 | Traditional concrete against formwork | 
Spillway
| Slope | Type | 
|---|---|
| 0.75 | Traditional concrete against formwork | 
Placement
| Layers (mm) | Lifts (mm) | 
|---|---|
| 180 - | 750 | 
| 250 | 
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): Flood Control / Hydropower / Irrigation / Water Supply
River: Meixihe
Reservoir capacity: 95 m3x106
Construction Dates
Start of Project: 01/95
Start of RCC: 01/95
End of RCC: 10/97
End of Project: 12/97
Specifications
Height: 60 metres
Length: 221 metres
Volume of RCC: 113 m3x103
Total volume: 172 m3x103
Construction Methods
Facings
Upstream
| Slope | Type | 
|---|---|
| Vertical | RCC against precast concrete panels with hot poured membrane | 
Downstream
| Slope | Type | 
|---|---|
| 0.80 | Traditional concrete against formwork | 
Spillway
| Slope | Type | 
|---|---|
| 0.78 | Traditional concrete against formwork | 
Placement
| Layers (mm) | Lifts (mm) | 
|---|---|
| 300 | 300 | 
Cementitious material
| Cement (kg/m3) | 
|---|
| 90 | 
| 55 | 
| Pozzolan (kg/m3) | Pozzolan Type | 
|---|---|
| 110 | Low-lime flyash (ASTM Class F) | 
| 105 | 

Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Ipojuca (Gravata)
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 05/95
Start of RCC: 05/95
End of RCC: -/97
End of Project: -/98
Specifications
Height: 56 metres
Length: 380 metres
Volume of RCC: 113 m3x103
Total volume: 125 m3x103
Construction Methods
Facings
Upstream
| Slope | Type | 
|---|---|
| Traditional concrete against formwork | 
Downstream
| Slope | Type | 
|---|---|
| Traditional concrete against formwork [stepped face] | 
Spillway
| Slope | Type | 
|---|---|
| Traditional concrete against formwork [stepped face] | 
Placement
| Layers (mm) | Lifts (mm) | 
|---|---|
| 300 | 300 | 
Cementitious material
| Cement (kg/m3) | 
|---|
| 64 | 
| Pozzolan (kg/m3) | Pozzolan Type | 
|---|---|
| 16 | Natural pozzolan (ASTM Class N) | 

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