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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)
Quail Creek South USAWashington County Water Conservancy DistrictWQuail Creek5002/9003/9005/9008/9042610130150V(1)V
0.85
(1)
(17)
conduit 3003008053(F)
Passagem de TrairasBrazilSecretaria Estadual do Meio Ambiente e Recursos Hídricos do RNW 50- /93- /94- /95- /96264402728        6416(N)
Shimenzi
[A]
ChinaShimenzi Reservoir Engineering Management OfficeH I WTaxi5006/9806/9906/0110/011091761882110.142
V
(3')
(3')
V
0.18
(3)
(3)
crest(12)300300093
62
110
110
(F)
Tamalout
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WAnsegmir5010/10- /13- /16- /17613203804050.50(5)0.70(1)*0.70(1)*30030080
70  60
0(-) -
Sanru
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF N WSanru5008/1409/1510/1703/19463503755000.80(1)0.80(1)0.80(1)250750800(-) -

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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: USA

Owner: Washington County Water Conservancy District

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Quail Creek South completed
Quail Creek South completed

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Estadual do Meio Ambiente e Recursos Hídricos do RN

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 26 metres

Length: 440 metres

Volume of RCC: 27 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Passagem de Trairas completed
Passagem de Trairas completed

Full Dam Information

Details

Country: China

Owner: Shimenzi Reservoir Engineering Management Office

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 109 metres

Length: 176 metres

Volume of RCC: 188 m3x103

Total volume: 211 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.142RCC against formwork (GEVR/GE-RCC)
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
VerticalRCC against formwork
0.18RCC against formwork
Spillway
SlopeType
crestReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
93
62
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
110 
Shimenzi completed
Shimenzi completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ansegmir

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 10/10

Start of RCC: 10/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 61 metres

Length: 320 metres

Volume of RCC: 380 m3x103

Total volume: 405 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional concrete against precast concrete panels
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)
80
70  60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tamalout under construction
Tamalout under construction

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Sanru

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional 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)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Sanru completed
Sanru completed

 

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