Dam Search Results
- Volume
- Volume of RCC: 62 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) | |||||||
| Bailongtan | China | H I N | Hongshuihe | 340 | 02/93 | 10/95 | 04/96 | 08/97 | 34 | 710 | 62 | 80 | V | (1) | 0.70 | (10)* | 0.70 | (5)* | 300 | 300 | 73 99 | 110 60 | (F) | |
| Tie Hack | USA | W | South Fork Clear Creek | 3 | 05/96 | 10/96 | 08/97 | - /97 | 41 | 170 | 62 | 69 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 89 | 83 | (F) | |
| El Esparragal | Spain | E | Viar | 5 | - /02 | 05/03 | 08/03 | 03/04 | 21 | 383 | 62 | 89 | 0.30 | (3')* | 0.90 | (3')* | 0.90 | (3')* | 300 | 300 | 68 | 157 | (F) | |
| Dry Comal Creek | USA | F | Dry Comal Creek | 4 | 10/11 | 03/12 | 08/12 | 12/12 | 26 | 457 | 62 | 67 | V | () | 0.80 | ()* | 0.80 | () | 300 | 300 | 60 | 100 | (C) | |
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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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Hongshuihe
Reservoir capacity: 340 m3x106
Construction Dates
Start of Project: 02/93
Start of RCC: 02/93
End of RCC: 04/96
End of Project: 08/97
Specifications
Height: 34 metres
Length: 710 metres
Volume of RCC: 62 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete blocks [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| 99 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Low-lime flyash (ASTM Class F) |
| 60 |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: South Fork Clear Creek
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/96
Start of RCC: 05/96
End of RCC: 08/97
End of Project: -/97
Specifications
Height: 41 metres
Length: 170 metres
Volume of RCC: 62 m3x103
Total volume: 69 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) |
|---|
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 83 | Low-lime flyash (ASTM Class F) |
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Environmental
River: Viar
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: 08/03
End of Project: 03/04
Specifications
Height: 21 metres
Length: 383 metres
Volume of RCC: 62 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 157 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Dry Comal Creek
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 10/11
Start of RCC: 10/11
End of RCC: 08/12
End of Project: 12/12
Specifications
Height: 26 metres
Length: 457 metres
Volume of RCC: 62 m3x103
Total volume: 67 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.80 | [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | High-lime flyash (ASTM Class C) |
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