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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 MunThailandElectricity Generating Authority of Thailand (EGAT)HMun 04/9112/9303/9406/94263234850V
V
(13)
(15)
V
0.80
(13)
(15)
separate 30030058124(F)
Mae SuaiThailandRoyal Irrigation Department (RID)IMae Suai7311/9910/0001/0207/02593403003500.15(15)0.80(1)*0.80(1)*3003007080 to  100(F)
Tha DanThailandRoyal Irrigation DepartmentINakhon Nayok22411/9903/0107/0401/0595260049005400V
0.40
(14)0.80(14)*0.80(14)*30030090100(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: Electricity Generating Authority of Thailand (EGAT)

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: Thailand

Owner: Royal Irrigation Department (RID)

Type: Gravity

Purpose(s): Irrigation

River: Mae Suai

Reservoir capacity: 73 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 59 metres

Length: 340 metres

Volume of RCC: 300 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC supported by fill shoulders
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
80  toLow-lime flyash (ASTM Class F)
  
Mae Suai completed
Mae Suai completed

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m3x103

Total volume: 5400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
0.40 
Downstream
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Tha Dan completed
Tha Dan completed

 

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