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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)
VillaunurFranceDRI Ille et VilaineFLe Cantache707/9310/9312/9303/94161471115V(11)0.75(1)*0.75(1)*300300 90(R)
Sishanping
[A]
ChinaHuangcen Reservoir Management OfficeF H ILeishui3- /92- /93- /94- /9556147 18          (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: France

Owner: DRI Ille et Vilaine

Type: Gravity

Purpose(s): Flood Control

River: Le Cantache

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/93

End of Project: 03/94

Specifications

Height: 16 metres

Length: 147 metres

Volume of RCC: 11 m3x103

Total volume: 15 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
90ROLAC (mixture of flyash and slag with or without limestone fines)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 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
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

 

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