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Dam Search Results

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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NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
Yongxi Nº3ChinaF H WDazhangxi6805/9610/9710/9809/9987198170255V(3')0.73(10)ogee
0.73
(1)
(1)
2803000115
80
95
90
(F)
TongkouChinaHTongkouhe3610/98- /02- /04- /0472198300352V(1)1.10(1)ogee(1)300300  (F)
Dahuashui
[A]
ChinaHQingshui27601/0404/0511/06- /07135198550670curve(3')curve(3') (1)300300081
94
81
94
(F)
ŞirnakTurkeyHOrtasui18- /0811/0908/1009/10671981572310.10(1)0.80(1)0.80(12)3006001250(-) -
Boa FéBrazilHCarrero - /10- /10- /11- /11261983258           

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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.

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Dazhangxi

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2803000

Cementitious material

Cement (kg/m3)
115
80
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
90 
Yongxi Nº3 completed
Yongxi Nº3 completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tongkouhe

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/04

End of Project: -/04

Specifications

Height: 72 metres

Length: 198 metres

Volume of RCC: 300 m3x103

Total volume: 352 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
1.10Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Tongkou completed
Tongkou completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Qingshui

Reservoir capacity: 276 m3x106

Construction Dates

Start of Project: 01/04

Start of RCC: 01/04

End of RCC: 11/06

End of Project: -/07

Specifications

Height: 135 metres

Length: 198 metres

Volume of RCC: 550 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
81
94
Pozzolan (kg/m3)Pozzolan Type
81Low-lime flyash (ASTM Class F)
94 
Dahuashui completed
Dahuashui completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ortasui

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 08/10

End of Project: 09/10

Specifications

Height: 67 metres

Length: 198 metres

Volume of RCC: 157 m3x103

Total volume: 231 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Şirnak completed
Şirnak completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carrero

Reservoir capacity: -

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 26 metres

Length: 198 metres

Volume of RCC: 32 m3x103

Total volume: 58 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
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