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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)
GalesvilleUSADouglas CountyF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(F)
Santa EugeniaSpainSociedad Española de Carburos Metálicos S.A.HXallas1701/8706/8706/8810/88842902252540.05(3)0.75
0.35
(3)*
(3)*
0.75(1)25025088
72
152
145
(F)
HinataJapanIwate PrefectureFKasshi612/9011/9205/9403/9857290113232V(1)0.75(1)0.75(1)180 -
250
7508436(F)
BoqueronSpainConfederación Hidrográfica del SeguraFRambla del Boqueron1310/9402/9608/9612/97582901371450.05(3')0.73(3')0.73(3')*30030055130(F)
ChubetsuJapanMinistry of Land, Infrastructure and TransportF H I WChubetu9303/9409/9708/0103/04862905231007V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
8436(F)
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)

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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: Douglas County

Type: Gravity

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

River: Cow Creek

Reservoir capacity: 52 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m3x103

Total volume: 171 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Galesville completed
Galesville completed

Full Dam Information

Details

Country: Spain

Owner: Sociedad Española de Carburos Metálicos S.A.

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m3x103

Total volume: 254 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
0.35RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
88
72
Pozzolan (kg/m3)Pozzolan Type
152Low-lime flyash (ASTM Class F)
145 
Santa Eugenia completed
Santa Eugenia completed

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control

River: Kasshi

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 05/94

End of Project: 03/98

Specifications

Height: 57 metres

Length: 290 metres

Volume of RCC: 113 m3x103

Total volume: 232 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180  -750
250 

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Hinata completed
Hinata completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Segura

Type: Gravity

Purpose(s): Flood Control

River: Rambla del Boqueron

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 08/96

End of Project: 12/97

Specifications

Height: 58 metres

Length: 290 metres

Volume of RCC: 137 m3x103

Total volume: 145 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.73RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
  
Boqueron completed
Boqueron completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
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
 1000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Chubetsu completed
Chubetsu 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

 

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