Dam Search Results
- Dimensions
- Height: 41 metres
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) | |||||||
Langshan [A] | China | Dinggeniu | 33 | - /74 | - /76 | - /78 | - /79 | 41 | 173 | 36 | ||||||||||||||
Shimantan | China | F I W | Gunhe | 120 | 07/93 | 04/94 | 12/95 | 07/96 | 41 | 650 | 272 | 351 | V | (3') | 0.75 | (3)* | 0.75 | (1) | 300 | 300 | 98 51 | 98 107 | (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) | |
Guilman-Amorin | Brazil | H | Piracicaba | 12 | - /97 | - /98 | - /99 | - /00 | 41 | 499 | 85 | 102 | 300 | 300 | 80 | 20 | (N) | |||||||
Ilha | Brazil | H | Da Prata | - /06 | - /07 | - /07 | - /08 | 41 | 46 | 76 | 80 | 20 | (N) | |||||||||||
Rizzanese | France | H I | Rizzanese | 1 | - /09 | 04/11 | 02/12 | - /12 | 41 | 140 | 64 | 72 | V 1.00 | (6) (10) | V 0.80 | 0.80 | 300 | 300 | 80 | 0 | (-) - | |||
Songyue Dam Raise | China | F H I R W | Hailanhe | - /12 | - /13 | - /14 | - /15 | 41 | 271 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | |||||
Duck River | USA | W | Duck | 31 | 01/14 | - /15 | 09/15 | - /16 | 41 | 90 | 121 | 128 | 0.10 | (1) (3) | 1.00 | (1')* (3')* | 300 | 300 | 107 | 55 | (F) | |||
San Bartolo | Panama | H | San Pablo | 39 | - /13 | - /14 | - /15 | - /16 | 41 | 371 | 77 | V | (3') | 0.85 | (3')* | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) - |
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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: Thin Arch
Purpose(s): unknown
River: Dinggeniu
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/74
Start of RCC: -/74
End of RCC: -/78
End of Project: -/79
Specifications
Height: 41 metres
Length: 173 metres
Volume of RCC: -
Total volume: 36 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 |
---|---|
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Gunhe
Reservoir capacity: 120 m3x106
Construction Dates
Start of Project: 07/93
Start of RCC: 07/93
End of RCC: 12/95
End of Project: 07/96
Specifications
Height: 41 metres
Length: 650 metres
Volume of RCC: 272 m3x103
Total volume: 351 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
98 |
51 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
98 | Low-lime flyash (ASTM Class F) |
107 |
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Piracicaba
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/99
End of Project: -/00
Specifications
Height: 41 metres
Length: 499 metres
Volume of RCC: 85 m3x103
Total volume: 102 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Da Prata
Reservoir capacity: -
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 41 metres
Length: -
Volume of RCC: 46 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: France
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Rizzanese
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/12
End of Project: -/12
Specifications
Height: 41 metres
Length: 140 metres
Volume of RCC: 64 m3x103
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels with geomembrane |
1.00 | RCC against precast concrete blocks |
Downstream
Slope | Type |
---|---|
Vertical | |
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 41 metres
Length: 271 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.73 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
conduit |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Duck
Reservoir capacity: 31 m3x106
Construction Dates
Start of Project: 01/14
Start of RCC: 01/14
End of RCC: 09/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 90 metres
Volume of RCC: 121 m3x103
Total volume: 128 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
RCC against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork (GEVR/GE-RCC) [stepped face] |
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
107 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
55 | Low-lime flyash (ASTM Class F) |
Details
Country: Panama
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: San Pablo
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 371 metres
Volume of RCC: 77 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.85 | RCC against formwork (GEVR/GE-RCC) [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) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
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