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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)
Les OlivettesFranceDepartement de l’HeraultFLa Peyne408/8612/8610/8703/88362558085V(1)0.75(16)0.75(1)*300300 130(R)
FukuchiyamaJapanFukuoka PrefectureF N WFukuti310/98- /9912/0103/0365255115201V(1)0.78(1)0.78(1)2507508436(F)
XiaorongjiangChinaGuilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.HXiaorong163- /10- /12- /14- /1590255             
Ambarau
[H-F]
DR CongoRandGoldHKibali611/1405/15- /16- /172125533400.75(4')*0.75(1)0.75(1)3003001000(-) -

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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: France

Owner: Departement de l’Herault

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
130ROLAC (mixture of flyash and slag with or without limestone fines)
  
Les Olivettes completed
Les Olivettes completed

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

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

River: Fukuti

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m3x103

Total volume: 201 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional 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)
  
Fukuchiyama completed
Fukuchiyama completed

Full Dam Information

Details

Country: China

Owner: Guilin Dayu Water Conservancy, Infrastructure, Construction and Investment Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Xiaorong

Reservoir capacity: 163 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 90 metres

Length: 255 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
  
  
Xiaorongjiang completed
Xiaorongjiang completed

Full Dam Information

Details

Country: DR Congo

Owner: RandGold

Type: Hardfill

Purpose(s): Hydropower

River: Kibali

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 11/14

Start of RCC: 11/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 21 metres

Length: 255 metres

Volume of RCC: 33 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.75RCC against formwork with external geomembrane (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Ambarau completed
Ambarau completed

 

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