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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)
Les OlivettesFranceDepartement de l’HeraultFLa Peyne408/8612/8610/8703/88362558085V(1)0.75(16)0.75(1)*300300 130(R)
Maroño SpainDiputación Foral de AlavaWIzoria and Idas201/8911/8908/9011/915318280910.05(3)V
0.75
(3)*
(3)*
0.75(1)*30030080
65
160
170
(F)
BertarelloBrazilCORSAN (Companhia Riograndense de Saneamento)WArroio Burati6- /9808/9807/99- /002921980115V(13) (12)* (12)*3003007218(N)
CriúvaBrazilCriúva Energética S/AHdas Antas7- /08- /08- /09- /09252468095        7218(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: France

Owner: Departement de l’Herault

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Mechanically compacted unformed face of RCC
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
130ROLAC (mixture of flyash and slag with or without limestone fines)
  
Les Olivettes completed
Les Olivettes completed

Full Dam Information

Details

Country: Spain

Owner: Diputación Foral de Alava

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m3x103

Total volume: 91 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
65
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
170 
Maroño completed
Maroño completed

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Arroio Burati

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: 07/99

End of Project: -/00

Specifications

Height: 29 metres

Length: 219 metres

Volume of RCC: 80 m3x103

Total volume: 115 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
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Full Dam Information

Details

Country: Brazil

Owner: Criúva Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/09

End of Project: -/09

Specifications

Height: 25 metres

Length: 246 metres

Volume of RCC: 80 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Criúva on Google Earth
Criúva on Google Earth

 

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