Dam Search Results
- Volume
- Volume of RCC: 165 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) | |||||||
| Shimajigawa | Japan | F I W | Shimaji | 21 | 09/76 | 10/78 | 04/80 | 03/81 | 89 | 240 | 165 | 317 | V 0.30 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 150 to 200 | 500 700 | 84 | 36 | (F) | |
| Bouhouda | Morocco | I W | Sraa | 56 | 05/95 | 04/96 | 05/98 | 09/98 | 55 | 174 | 165 | 186 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 100 120 | 0 0 | (N) | |
| Hickory Log Creek | USA | W | Hickory Log Creek | 1 | 10/05 | 12/06 | 06/07 | 10/07 | 55 | 290 | 165 | V | (8) | 0.80 | (3')* | 0.80 | (1) | 300 | 300 | 89 80 74 | 89 98 104 | (F) | ||
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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 / Irrigation / Water Supply
River: Shimaji
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 09/76
Start of RCC: 09/76
End of RCC: 04/80
End of Project: 03/81
Specifications
Height: 89 metres
Length: 240 metres
Volume of RCC: 165 m3x103
Total volume: 317 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.30 | 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) |
|---|---|
| 150 to | 500 |
| 200 | 700 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Sraa
Reservoir capacity: 56 m3x106
Construction Dates
Start of Project: 05/95
Start of RCC: 05/95
End of RCC: 05/98
End of Project: 09/98
Specifications
Height: 55 metres
Length: 174 metres
Volume of RCC: 165 m3x103
Total volume: 186 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Natural pozzolan (ASTM Class N) |
| 0 |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Hickory Log Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 55 metres
Length: 290 metres
Volume of RCC: 165 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| 80 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 89 | Low-lime flyash (ASTM Class F) |
| 98 104 |
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