Dam Search Results
- Total Volume: 110 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) | |||||||
| Freeman diversion | USA | United Water Conservancy District | G | Santa Clara | 03/90 | 07/90 | 09/90 | - /91 | 17 | 366 | 101 | 110 | V | (1) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 125 | 83 | (F) | |
| Kroombit | Australia | Water Resources Commission, Queensland | G I | Kroombit Creek | 13 | 03/92 | 06/92 | 10/92 | 12/92 | 26 | 250 | 84 | 110 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 | 300 | 82 | 107 | (F) |
| San Rafael | Mexico | CFE (Comisión Federal de Electricidad) | F H | Santiago | 26 | 11/93 | 05/94 | 07/94 | 07/94 | 48 | 176 | 81 | 110 | V | (5) | 0.66 0.80 | (3)* | separate | 300 | 300 | 90 | 130 | (N) | |
| Yujianhe [A] | China | Guiyang Water Conservancy Bureau | F I W | Wu | 11 | - /02 | - /03 | - /04 | - /05 | 81 | 180 | 105 | 110 | 0.10 | 0.76 | 0.76 | ||||||||
| Luojiaohe [A] | China | Guizhou Zhongshui Energy Co. Ltd. | H | Luojiao | 46 | - /05 | - /06 | - /07 | - /07 | 81 | 250 | 110 | ||||||||||||
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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: United Water Conservancy District
Type: Gravity
Purpose(s): Groundwater Recharge
River: Santa Clara
Reservoir capacity: -
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 09/90
End of Project: -/91
Specifications
Height: 17 metres
Length: 366 metres
Volume of RCC: 101 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Unformed face of RCC |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 83 | Low-lime flyash (ASTM Class F) |

Details
Country: Australia
Owner: Water Resources Commission, Queensland
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Kroombit Creek
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 250 metres
Volume of RCC: 84 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 107 | Low-lime flyash (ASTM Class F) |

Details
Country: Mexico
Owner: CFE (Comisión Federal de Electricidad)
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Santiago
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 11/93
Start of RCC: 11/93
End of RCC: 07/94
End of Project: 07/94
Specifications
Height: 48 metres
Length: 176 metres
Volume of RCC: 81 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.66 | RCC against formwork [stepped face] |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |

Details
Country: China
Owner: Guiyang Water Conservancy Bureau
Type: Thin Arch
Purpose(s): Flood Control / Irrigation / Water Supply
River: Wu
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 81 metres
Length: 180 metres
Volume of RCC: 105 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.76 |
Spillway
| Slope | Type |
|---|---|
| 0.76 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: China
Owner: Guizhou Zhongshui Energy Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Luojiao
Reservoir capacity: 46 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/07
Specifications
Height: 81 metres
Length: 250 metres
Volume of RCC: -
Total volume: 110 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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