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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)
ChiyaJapanF H WTakahashi2803/8909/9204/9503/9898259396670V(1)0.77(1)0.77(1)2507509139(F)
Longtanzui
[A]
ChinaHHanshuinanhe10- /10- /12- /14- /1598  205           
BallikayaTurkeyWMudurnu143- /13- /15- /20- /2398357800 0.10
0.35
(1)0.70(1)  30030063
83
63
83
 

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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 / Water Supply

River: Takahashi

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Hanshuinanhe

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 98 metres

Length: -

Volume of RCC: -

Total volume: 205 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
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Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mudurnu

Reservoir capacity: 143 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/20

End of Project: -/23

Specifications

Height: 98 metres

Length: 357 metres

Volume of RCC: 800 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
0.35 
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
63
83
Pozzolan (kg/m3)Pozzolan Type
63 
83 
Ballikaya completed
Ballikaya completed

 

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