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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)
Alan Henry SpillwayUSABrazos River AuthorityWDouble Mountain Fork 14003/9112/9104/92- /9325842223V(13)1.10(17)ogee(1)30030011959(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: Brazos River Authority

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
1.10Unformed face of RCC
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Alan Henry Spillway completed
Alan Henry Spillway completed

 

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