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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)
Saco de Nova OlindaBrazilSRH (Secretaria de Recursos Hidricos)F I WGravata9707/8507/8610/8606/8756230132143V(1)0.80(3)*separate 4004005515(N)
Sishanping
[A]
ChinaHuangcen Reservoir Management OfficeF H ILeishui3- /92- /93- /94- /9556147 18          (F)
Pedro Moura Junior - formerly Belo JardimBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)WIpojuca3705/9509/96- /97- /9856420113125 (1) (1)* (1)*3003006416(N)
TizidongChinaChongging Electricity Ltd.HApengjiang2508/0110/0210/0311/035619372161 (12) (12) (12)    (F)
WangkengChinaWang Keng Power Station Co. Ltd.HTangkouxi15- /01- /02- /03- /0456159 38          (F)
ChangzhouChinaHXunjiang56- /93- /02- /05- /0756              
Huizhou PSS - Upper damChinaChina Southern Power GridHXiaojinhe3210/0412/0505/07- /11561688493V(1)0.75(1)0.70(1)30030064125(F)
ShihuChinaZhouluo County GovernmentF I WLituohe58- /05- /06- /07- /0856193162354           
Säo SimãoBrazilSão Simão Energia S/AH 11- /06- /07- /08- /095618792115           
Timkit
[H-F]
MoroccoDirection des Aménagements HydrauliquesG IAssif N’Ifer14- /08- /10- /11- /12561831241460.65(5)0.65(1)*0.65(1)*3003005624(N)
Ibn HammadJordanJordan Valley Authority, Ministry of Water and IrrigationG WIbn Hammad4- /1512/1607/17- /18561601601600.30(1)0.70(1)*0.70(1)*30030090
100
0
0
(-) -

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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: Brazil

Owner: SRH (Secretaria de Recursos Hidricos)

Type: Gravity

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

River: Gravata

Reservoir capacity: 97 m3x106

Construction Dates

Start of Project: 07/85

Start of RCC: 07/85

End of RCC: 10/86

End of Project: 06/87

Specifications

Height: 56 metres

Length: 230 metres

Volume of RCC: 132 m3x103

Total volume: 143 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Saco de Nova Olinda on Google Earth
Saco de Nova Olinda on Google Earth

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Water Supply

River: Ipojuca

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 56 metres

Length: 420 metres

Volume of RCC: 113 m3x103

Total volume: 125 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Pedro Moura Junior - formerly Belo Jardim completed
Pedro Moura Junior - formerly Belo Jardim completed

Full Dam Information

Details

Country: China

Owner: Chongging Electricity Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Apengjiang

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 10/03

End of Project: 11/03

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 72 m3x103

Total volume: 161 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Wang Keng Power Station Co. Ltd.

Type: Gravity

Purpose(s): Hydropower

River: Tangkouxi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 56 metres

Length: 159 metres

Volume of RCC: -

Total volume: 38 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xunjiang

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/05

End of Project: -/07

Specifications

Height: 56 metres

Length: -

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
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Hydropower

River: Xiaojinhe

Reservoir capacity: 32 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/07

End of Project: -/11

Specifications

Height: 56 metres

Length: 168 metres

Volume of RCC: 84 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
125Low-lime flyash (ASTM Class F)
  
Huizhou PSS - Upper dam on Google Earth
Huizhou PSS - Upper dam on Google Earth

Full Dam Information

Details

Country: China

Owner: Zhouluo County Government

Type: Gravity

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

River: Lituohe

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m3x103

Total volume: 354 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: São Simão Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 56 metres

Length: 187 metres

Volume of RCC: 92 m3x103

Total volume: 115 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Säo Simão on Google Earth
Säo Simão on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Groundwater Recharge / Irrigation

River: Assif N’Ifer

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 56 metres

Length: 183 metres

Volume of RCC: 124 m3x103

Total volume: 146 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.65Traditional concrete against precast concrete panels
Downstream
SlopeType
0.65Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.65Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
24Natural pozzolan (ASTM Class N)
  
Timkit completed
Timkit completed

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/18

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.30Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Photo coming soon

 

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Please note: only dams with known co-ordinates will appear on this map.

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