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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)
Cannelton
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 05/0906/1208/1309/1635158113 0.80(10)0.80(10)separate 23023011864(F)
Meldahl
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 04/1106/1312/1304/16288456 0.80(10)0.80(10)separate 23023011662(F)
Willow Island
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/1111/1304/1402/16206649 0.80(10)0.80(10)separate 23023011662(F)
Smithland
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/1103/1410/1407/1733153120 0.80(10)0.80(10)separate 23023011864(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: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 08/13

End of Project: 09/16

Specifications

Height: 35 metres

Length: 158 metres

Volume of RCC: 113 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64Low-lime flyash (ASTM Class F)
  
Cannelton completed
Cannelton completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 12/13

End of Project: 04/16

Specifications

Height: 28 metres

Length: 84 metres

Volume of RCC: 56 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62Low-lime flyash (ASTM Class F)
  
Meldahl completed
Meldahl completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 04/14

End of Project: 02/16

Specifications

Height: 20 metres

Length: 66 metres

Volume of RCC: 49 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62Low-lime flyash (ASTM Class F)
  
Willow Island completed
Willow Island completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 10/14

End of Project: 07/17

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 120 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64Low-lime flyash (ASTM Class F)
  
Smithland completed
Smithland completed

 

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