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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)
Shimenzi
[A]
ChinaH I WTaxi8006/9806/9906/0110/011101761882110.142
V
(3')
(3')
V
0.18
(3)
(3)
crest(12)300300093
62
110
110
(F)
Lajeado (Luis Eduardo Magalhães)BrazilHTocantins498207/9806/0112/0112/02432100188210      3003003040(S)
KutaniJapanF WDaishoji2512/9604/0007/0203/0676280188360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(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: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m3x103

Total volume: 211 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.142RCC against formwork (GEVR/GE-RCC)
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
VerticalRCC against formwork
0.18RCC against formwork
Spillway
SlopeType
crestReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
93
62
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
110 
Shimenzi completed
Shimenzi completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 4982 m3x106

Construction Dates

Start of Project: 07/98

Start of RCC: 07/98

End of RCC: 12/01

End of Project: 12/02

Specifications

Height: 43 metres

Length: 2100 metres

Volume of RCC: 188 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
30
Pozzolan (kg/m3)Pozzolan Type
40Ground-granulated blast-furnace slag
  
Lajeado (Luis Eduardo Magalhães) completed
Lajeado (Luis Eduardo Magalhães) completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 m3x103

Total volume: 360 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kutani completed
Kutani completed

 

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