SEARCHING
... please wait

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.

← Scroll the table horizontally to view its entire width →

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)
Pajarito CanyonUSAFPajarito806/0007/0008/0009/00361124848V(15)1.00(17)conduit 3003001480(-) -
Cudi-CircipTurkeyICircip2- /16- /17- /18- /193021348590.10(1)0.80(1)0.80(12)30012009852 

← Scroll the table horizontally to view its entire width →

 

Search again

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: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Pajarito

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 06/00

Start of RCC: 06/00

End of RCC: 08/00

End of Project: 09/00

Specifications

Height: 36 metres

Length: 112 metres

Volume of RCC: 48 m3x103

Total volume: 48 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pajarito Canyon completed
Pajarito Canyon completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Circip

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
52 
  
Cudi-Circip on Google Earth
Cudi-Circip on Google Earth

 

Search again

Please note: only dams with known co-ordinates will appear on this map.

Your search returned no dams with known co-ordinates