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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)
Willow CreekUSAUS Army Corps of EngineersF RWillow Creek1711/8104/8209/8204/8352543331331V(7)0.80(17)0.80(17)3003004719(F)
Elk Creek (as halted)USAUS Army Corps of EngineersFElk Creek12503/8504/8701/88- /0035365266348V(1)0.80(14)0.80(12)1506007033(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: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
47
Pozzolan (kg/m3)Pozzolan Type
19Low-lime flyash (ASTM Class F)
  
Willow Creek completed
Willow Creek completed

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Elk Creek

Reservoir capacity: 125 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 01/88

End of Project: -/00

Specifications

Height: 35 metres

Length: 365 metres

Volume of RCC: 266 m3x103

Total volume: 348 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Slip-formed/extruded facing elements
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
150600

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
33Low-lime flyash (ASTM Class F)
  
Elk Creek (as halted) completed
Elk Creek (as halted) completed

 

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