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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.

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
Santa EugeniaSpainSociedad Española de Carburos Metálicos S.A.HXallas1701/8706/8706/8810/88842902252540.05(3)0.75
0.35
(3)*
(3)*
0.75(1)25025088
72
152
145
(F)
Zhaolaihe
[A]
ChinaChangyang Electric Power BureauHSidu6912/0103/0305/0510/05105206166254curve(3')curve(3') (3')300300084
126
126
103
(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: Spain

Owner: Sociedad Española de Carburos Metálicos S.A.

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m3x103

Total volume: 254 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
0.35RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
88
72
Pozzolan (kg/m3)Pozzolan Type
152Low-lime flyash (ASTM Class F)
145 
Santa Eugenia completed
Santa Eugenia completed

Full Dam Information

Details

Country: China

Owner: Changyang Electric Power Bureau

Type: Thin Arch

Purpose(s): Hydropower

River: Sidu

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 105 metres

Length: 206 metres

Volume of RCC: 166 m3x103

Total volume: 254 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
84
126
Pozzolan (kg/m3)Pozzolan Type
126Low-lime flyash (ASTM Class F)
103 
Zhaolaihe completed
Zhaolaihe completed

 

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