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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)
ShimagawaJapanGunma PrefectureF WShima903/91- /9405/9603/9890330390516V
0.50
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Gomal Zam
[A-G]
PakistanWater and Power Development Authority (WAPDA)F H IGomal142407/0212/0803/1109/11133231390474V 0.60 0.60 3003000 to
4000
9191(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: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m3x103

Total volume: 516 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional 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)
  
Shimagawa completed
Shimagawa completed

Full Dam Information

Details

Country: Pakistan

Owner: Water and Power Development Authority (WAPDA)

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 03/11

End of Project: 09/11

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m3x103

Total volume: 474 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.60 
Spillway
SlopeType
0.60 

Placement

Layers (mm)Lifts (mm)
3003000  to
 4000

Cementitious material

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

 

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