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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)
Carroll E. Ecton - formerly WinchesterUSAWUpper Howard Creek206/8408/8411/8401/85233632427V(6)V
1.00
(5)
(17)
1.00(1)3003001040(-) -
CachoeirãoBrazilHManhuaçu - /07- /07- /08- /082390             
Engenheiro Ernesto Jorge DreherBrazilHIvaí4- /07- /08- /0804/09232202935        6817(N)
AutódromoBrazilHCarreiro4- /10- /10- /11- /11232002147        6717(N)
Rastro de AutoBrazilHForqueta - /11- /11- /13- /1323190             
Piedra PuntudaNicaraguaHRío Mico - /15- /16- /17- /1823   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
Çamoluk AlısızTurkeyIAlısızın Deresi1- /16- /16- /17- /18238314 V 0.70 0.70      

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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: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
1.00Unformed face of RCC
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carroll E. Ecton - formerly Winchester completed
Carroll E. Ecton - formerly Winchester completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 23 metres

Length: 90 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
  
  
Cachoeirão on Google Earth
Cachoeirão on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m3x103

Total volume: 35 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
68
Pozzolan (kg/m3)Pozzolan Type
17Natural pozzolan (ASTM Class N)
  
Engenheiro Ernesto Jorge Dreher completed
Engenheiro Ernesto Jorge Dreher completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 23 metres

Length: 200 metres

Volume of RCC: 21 m3x103

Total volume: 47 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
67
Pozzolan (kg/m3)Pozzolan Type
17Natural pozzolan (ASTM Class N)
  
Autódromo completed
Autódromo completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Forqueta

Reservoir capacity: -

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 23 metres

Length: 190 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
  
  
Rastro de Auto completed
Rastro de Auto completed

Full Dam Information

Details

Country: Nicaragua

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Río Mico

Reservoir capacity: -

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 23 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against precast concrete panels
1.00Traditional concrete against precast concrete panels
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
1.00Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Alısızın Deresi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/17

End of Project: -/18

Specifications

Height: 23 metres

Length: 83 metres

Volume of RCC: 14 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
0.70 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Çamoluk Alısız completed
Çamoluk Alısız completed

 

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