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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)
Pak MunThailandHMun 04/9112/9303/9406/94263234850V
V
(13)
(15)
V
0.80
(13)
(15)
separate 30030058124(F)
North ParaAustraliaFNorth Para111/0606/0709/07- /07332065050V(3') (3')* (3')*30030060160(F)
Dyraaba (part of Uma Oya Project)Sri LankaH IMathatilla Oya1- /11- /13- /17- /18501654050V(1) (1) (12)3003009595(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: Thailand

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Mun

Reservoir capacity: -

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 03/94

End of Project: 06/94

Specifications

Height: 26 metres

Length: 323 metres

Volume of RCC: 48 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
VerticalRCC supported by fill shoulders
Downstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
0.80RCC supported by fill shoulders
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
124Low-lime flyash (ASTM Class F)
  
Pak Mun completed
Pak Mun completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
North Para completed
North Para completed

Full Dam Information

Details

Country: Sri Lanka

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Dyraaba (part of Uma Oya Project) completed
Dyraaba (part of Uma Oya Project) completed

 

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