Dam Search Results
- Total Volume: 27 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) | |||||||
| Carroll E. Ecton (formerly Winchester) | USA | Winchester Municipal Utility | W | Upper Howard Creek | 2 | 06/84 | 08/84 | 11/84 | 01/85 | 23 | 363 | 24 | 27 | V | (6) | V 1.00 | (5) (17) | 1.00 | (1) | 300 | 300 | 104 | 0 | (-) |
| Rouidat Amont (formerly Rwedat) [H-F] | Morocco | Direction des Aménagements Hydrauliques | I W | Rouidat | 3 | 05/87 | 09/87 | 10/88 | 12/88 | 24 | 125 | 25 | 27 | 0.40 | (7)* | 0.40 | (7)* | 0.40 | (1)* | 400 | 400 | 100 | 15 | (N) |
| Lower Molonglo Bypass Storage | Australia | Icon Water (formerly ACT Electricity and Water) | P | Unnamed creek | 1 | 02/94 | 06/94 | 08/94 | 11/94 | 32 | 120 | 22 | 27 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 96 | 64 | (F) |
| Ahl Souss (formely Ait M’Zal) | Morocco | Direction des Aménagements Hydrauliques | I W | Izig | 5 | 11/01 | 01/03 | 05/03 | 01/04 | 49 | 222 | 50 | 27 | 0.20 | (1) | 0.80 | (1)* | 0.85 | (12) | 300 | 300 | 80 100 | 0 0 | (-) |
| Esmeralda | Brazil | Esmeralda S.A. | H | Bernardo José | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 212 | 15 | 27 | 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: USA
Owner: Winchester Municipal Utility
Type: Gravity
Purpose(s): Water Supply
River: Upper Howard Creek
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 06/84
Start of RCC: 06/84
End of RCC: 11/84
End of Project: 01/85
Specifications
Height: 23 metres
Length: 363 metres
Volume of RCC: 24 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 104 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Rouidat
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/87
Start of RCC: 05/87
End of RCC: 10/88
End of Project: 12/88
Specifications
Height: 24 metres
Length: 125 metres
Volume of RCC: 25 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | RCC against precast concrete panels [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.40 | RCC against precast concrete panels [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.40 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: Australia
Owner: Icon Water (formerly ACT Electricity and Water)
Type: Gravity
Purpose(s): Pollution Control
River: Unnamed creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/94
Start of RCC: 02/94
End of RCC: 08/94
End of Project: 11/94
Specifications
Height: 32 metres
Length: 120 metres
Volume of RCC: 22 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Izig
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 11/01
Start of RCC: 11/01
End of RCC: 05/03
End of Project: 01/04
Specifications
Height: 49 metres
Length: 222 metres
Volume of RCC: 50 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
Details
Country: Brazil
Owner: Esmeralda S.A.
Type: Gravity
Purpose(s): Hydropower
River: Bernardo José
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/06
End of Project: -/06
Specifications
Height: 19 metres
Length: 212 metres
Volume of RCC: 15 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | Natural pozzolan (ASTM Class N) |
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