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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)
Bab LoutaMoroccoDirection des Arrenagements HydrauliquesWBous Sbaa3701/9702/9802/9903/99541106377V(5)0.75(1)*0.75(13)30030065
80
15
20
(N)
Bullard CreekUSANatural Resources Conservation ServiceFBullard Creek110/9808/99- /99- /991611077V(3)v
0.75
(3)*0.75(3)*30030014844(F)
Taiho auxiliary dam
[H-F]
JapanNorth Dam Integrated Control OfficeETaiho - /02- /03- /04- /053011034 1.20(12)1.20(12)  250500
1000
  (S)
Passo de MeioBrazilEnergética Campos de Cima da Serra LtdaHdas Antas27- /07- /08- /09- /1031110             

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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: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 54 metres

Length: 110 metres

Volume of RCC: 63 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
80
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
20 
Bab Louta completed
Bab Louta completed

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
vRCC against formwork  [stepped face]
0.75 
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
44Low-lime flyash (ASTM Class F)
  
Bullard Creek completed
Bullard Creek completed

Full Dam Information

Details

Country: Japan

Owner: North Dam Integrated Control Office

Type: Hardfill

Purpose(s): Environmental

River: Taiho

Reservoir capacity: -

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 30 metres

Length: 110 metres

Volume of RCC: 34 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
1.20Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
1.20Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
250500
 1000

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Ground-granulated blast-furnace slag
  
Taiho auxiliary dam on Google Earth
Taiho auxiliary dam on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: Energética Campos de Cima da Serra Ltda

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 31 metres

Length: 110 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Passo de Meio completed
Passo de Meio completed

 

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