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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)
Wenquanbao
[A]
ChinaF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
BalliTurkeyHOrtasu6- /08- /14- /18- /2051188144 0.10(1)0.80(1)0.70(3')3003009545(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.

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Tanghe

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m3x103

Total volume: 63 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.30RCC against formwork
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
69
Pozzolan (kg/m3)Pozzolan Type
68Low-lime flyash (ASTM Class F)
85 
Wenquanbao completed
Wenquanbao completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ortasu

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/18

End of Project: -/20

Specifications

Height: 51 metres

Length: 188 metres

Volume of RCC: 144 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
45Natural pozzolan (ASTM Class N)
  
Balli completed
Balli completed

 

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