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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)
Asahi OgawaJapanToyama PrefectureF HOgawa503/8305/8606/8806/9084260268361V
0.90
(1)
(1)
0.80(1)0.80(1)1805009624(F)
SakaigawaJapanToyama PrefectureF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
KubusugawaJapanToyama PrefectureF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(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: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m3x103

Total volume: 361 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.90Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Asahi Ogawa completed
Asahi Ogawa completed

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

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

River: Sakai

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 07/91

End of Project: 01/93

Specifications

Height: 115 metres

Length: 298 metres

Volume of RCC: 373 m3x103

Total volume: 713 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

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

River: Kubusu

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m3x103

Total volume: 469 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional 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)
  
Kubusugawa completed
Kubusugawa completed

 

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