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.
← Scroll the table horizontally to view its entire width →
| 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 | Iwate Prefecture | 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 | Department of Electricity, Dapu County, Guangdong Province | 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 | COMPESA (Companhia Pernambucana de Saneamento) | W | Ipojuca (Gravata) | 37 | 05/95 | 09/96 | - /97 | - /98 | 34 | 470 | 113 | 125 | (1) | (1)* | (1)* | 300 | 300 | 64 | 16 | (N) | |||
| Cannelton [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 05/09 | 06/12 | 08/13 | 09/16 | 35 | 158 | 113 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 118 | 64 | (F) | |||
← Scroll the table horizontally to view its entire width →
Search again
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: Iwate Prefecture
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: Department of Electricity, Dapu County, Guangdong Province
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: COMPESA (Companhia Pernambucana de Saneamento)
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: 34 metres
Length: 470 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) |
Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 08/13
End of Project: 09/16
Specifications
Height: 35 metres
Length: 158 metres
Volume of RCC: 113 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates