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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)
Quail Creek SouthUSAWQuail Creek5002/9003/9005/9008/9042610130150V(1)V
0.85
(1)
(17)
conduit 3003008053(F)
Penn ForestUSAWWild Creek208/9609/9710/9812/9849610283283V(6)0.50(15)
(7)
conduit 3003005841(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: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Quail Creek South completed
Quail Creek South completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m3x103

Total volume: 283 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.50RCC supported by fill shoulders
 RCC against precast concrete panels
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
41Low-lime flyash (ASTM Class F)
  
Penn Forest completed
Penn Forest completed

 

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