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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)
GaozhoubaChinaQingjiang Hydropower Development CorporationF H NQingjiang53605/9711/9804/0001/0157440210940V(9)0.75(1)0.75(1)300300123
86
100
86
(F)
Yubari SyuparoJapanMinistry of Land, Infrastructure and TransportF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)

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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: Qingjiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m3x106

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
123
86
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
86 
Gaozhouba completed
Gaozhouba completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Yubari

Reservoir capacity: 427 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.82Traditional concrete against formwork
Spillway
SlopeType
0.82Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750  &
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Yubari Syuparo completed
Yubari Syuparo completed

 

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