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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)
ShiromizugawaJapanYamagata PrefectureF IShiromizu510/8410/8506/8804/9055367142314V(1)0.80(1)0.80(1)150 -
200
5009624(F)
SahlaMoroccoDirection des Aménagements HydrauliquesI WSahla6205/9211/9212/9307/94551601301600.20(5)0.90(1)*0.80(1)*30030085
125
15
25
(N)
BouhoudaMoroccoDirection des Arrenagements HydrauliquesI WSraa5605/9504/9605/9809/98551741651860.20(5)0.80(1)*0.80(1)*300300100
120
0
0
(N)
Hongpo
[A-G]
ChinaXishan Xingyu Water Resources CorporationWQinggoushui310/9707/9811/9912/99552447177V(3')0.50(1)0.50(1)30030005499(F)
João LeiteBrazilSANEAGO-Saneamento de Goiás S.A.WJoão Leite12903/0101/03- /04- /0455380270290      3003008020(N)
Hickory Log CreekUSACobb County - Marretta Water AuthorityWHickory Log Creek110/0512/0606/0710/0755290165 V(8)0.80(3')*0.80(1)30030089
80  74
89
98  104
(F)
Dinh BinhVietnamMinistry of Agriculture and Rural Development (MARD)F H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
Kahir
[H-F]
IranSistan & Balouchestan Ministry of WaterI WKahir31411/10- /1407/1708/18553804856800.70 0.70 0.70      

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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: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m3x103

Total volume: 314 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
150  -500
200 

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.90Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
125
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
25 
Sahla completed
Sahla completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sraa

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m3x103

Total volume: 186 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
120
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
0 
Bouhouda completed
Bouhouda completed

Full Dam Information

Details

Country: China

Owner: Xishan Xingyu Water Resources Corporation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.50Traditional concrete against formwork
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
  
Hongpo under construction
Hongpo under construction

Full Dam Information

Details

Country: Brazil

Owner: SANEAGO-Saneamento de Goiás S.A.

Type: Gravity

Purpose(s): Water Supply

River: João Leite

Reservoir capacity: 129 m3x106

Construction Dates

Start of Project: 03/01

Start of RCC: 03/01

End of RCC: -/04

End of Project: -/04

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 270 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
João Leite completed
João Leite completed

Full Dam Information

Details

Country: USA

Owner: Cobb County - Marretta Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
80  74
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
98  104 
Hickory Log Creek completed
Hickory Log Creek completed

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development (MARD)

Type: Gravity

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

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
70
126
Pozzolan (kg/m3)Pozzolan Type
175Low-lime flyash (ASTM Class F)
141 
Dinh Binh completed
Dinh Binh completed

Full Dam Information

Details

Country: Iran

Owner: Sistan & Balouchestan Ministry of Water

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Kahir

Reservoir capacity: 314 m3x106

Construction Dates

Start of Project: 11/10

Start of RCC: 11/10

End of RCC: 07/17

End of Project: 08/18

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 485 m3x103

Total volume: 680 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70 
Downstream
SlopeType
0.70 
Spillway
SlopeType
0.70 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Kahir on Google Earth
Kahir on Google Earth

 

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