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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)
HattabaraJapanMinistry of ConstructionF WAshida6008/88- /89- /9203/9885325228500V
0.20
(1)
(1)
0.75(1)0.75(1)150 -
200
7508436(F)
JucazinhoBrazilDNOCS (Departamento Nacional de Obras Contra a Secas)F I R WCapiibaribe28607/9611/9610/98- /9963442472500V(12)0.75(1)*0.75(1)*3003006416(N)
Sanru
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF N WSanru5008/1409/1510/1703/19463503755000.80(1)0.80(1)0.80(1)250750800(-) -

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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: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Secas)

Type: Gravity

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

River: Capiibaribe

Reservoir capacity: 286 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 472 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Jucazinho completed
Jucazinho completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Sanru

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
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)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Sanru completed
Sanru completed

 

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