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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 OgawaJapanF HOgawa503/8305/8606/8806/9084260268361V
0.90
(1)
(1)
0.80(1)0.80(1)1805009624(F)
R'milTunisiaIR’mil4408/9910/0005/0111/011826064160V(15)0.90(16)0.90(12)*3003001000(-) -
Sông Côn 2VietnamHSong Con30- /06- /07- /09- /1058260             
Akköy II (Aladereçam)TurkeyHKaraovacik14- /0705/1109/12- /1360260226306V(1)0.80(1)0.80(12)3003008585(N)
BouhdidAlgeriaFOued Bouhdid1- /18- /19- /20- /2130260 600.10 0.90        

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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

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: Tunisia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: R’mil

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/01

End of Project: 11/01

Specifications

Height: 18 metres

Length: 260 metres

Volume of RCC: 64 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
0.90Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
R'mil completed
R'mil completed

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Song Con

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 58 metres

Length: 260 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Sông Côn 2 under construction
Sông Côn 2 under construction

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Karaovacik

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: 09/12

End of Project: -/13

Specifications

Height: 60 metres

Length: 260 metres

Volume of RCC: 226 m3x103

Total volume: 306 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
85Natural pozzolan (ASTM Class N)
  
Akköy II (Aladereçam) completed
Akköy II (Aladereçam) completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Oued Bouhdid

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.90 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
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