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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)
New VictoriaAustraliaWater Authority of Western AustraliaWMunday Brook1008/9003/9108/9111/9152285121135V(14)0.325
0.80
(14)*
(14)*
0.325
0.80
(14)*
(14)*
30030079160(F)
Duck RiverUSACullman Utilities BoardWDuck101/14- /1509/15- /1641901211280.10 1.00 1.00 30030010755(F)
ErganiTurkeyDSI - State Hydraulic WorksIGolkum15- /14- /16- /17- /18602291211610.10(3)0.80(3)0.80(12)300    

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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: Australia

Owner: Water Authority of Western Australia

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m3x103

Total volume: 135 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
New Victoria completed
New Victoria completed

Full Dam Information

Details

Country: USA

Owner: Cullman Utilities Board

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Duck River completed
Duck River completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 60 metres

Length: 229 metres

Volume of RCC: 121 m3x103

Total volume: 161 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
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