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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)
NagaiJapanF H N WOkitamano5103/0010/0211/0603/111263817031200V
0.50
(1)
(1)
0.73(1)0.73(1)25010009139(F)
GelantanChinaHLixian40901/0309/0608/08- /091134669031200V
0.20
(3')0.75(3')0.75(1)  77
93
77
93
(S)
El ZapotilloMexicoWVerde910- /0911/11- /21- /2213227111001200V(3')0.83(3)*0.83(3)*30030060 to  8050 to  70(S)
Chame Shir
[A-G]
IranF H I WZohreh2300- /11- /16- /22- /2315168011001200V 0.70   3003001600(-) -

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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: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Okitamano

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional concrete against formwork
Downstream
SlopeType
0.73Traditional concrete against formwork
Spillway
SlopeType
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Nagai completed
Nagai completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 409 m3x106

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 08/08

End of Project: -/09

Specifications

Height: 113 metres

Length: 466 metres

Volume of RCC: 903 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
77
93
Pozzolan (kg/m3)Pozzolan Type
77Ground-granulated blast-furnace slag
93 
Gelantan completed
Gelantan completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Verde

Reservoir capacity: 910 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/21

End of Project: -/22

Specifications

Height: 132 metres

Length: 271 metres

Volume of RCC: 1100 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.83RCC against formwork  [stepped face]
Spillway
SlopeType
0.83RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60  to
Pozzolan (kg/m3)Pozzolan Type
50  toGround-granulated blast-furnace slag
  
El Zapotillo under construction
El Zapotillo under construction

Full Dam Information

Details

Country: Iran

Owner: -

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Zohreh

Reservoir capacity: 2300 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/22

End of Project: -/23

Specifications

Height: 151 metres

Length: 680 metres

Volume of RCC: 1100 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
160
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Chame Shir under construction
Chame Shir under construction

 

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