SEARCHING
... please wait

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.

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
Middle ForkUSAExxon Company, Houston, TexasF WMiddle Fork 105/8407/8409/8411/84381254243V(1)0.80(1)*conduit 300300660(-) -
Castilblanco de los ArroyosSpainJunta de AndaluciaWCala107/8405/8510/8512/85251241420V(1)V
0.75
(1)
(1)
0.75(1)45045072
61
116
120
(F)
La ManzanillaMexicoCNA (Comisión Nacional del Agua)FIbarrilla111/8601/8705/8707/87361502030V
0.15
(5)
(5)
V
0.80
(5)
(17)
0.80(12)300300135135(F)
Lower Chase CreekUSAPhelps Dodge Morenci Inc & Sumitomo Metal MiningFLower Chase Creek103/8705/8706/8707/87201221422V(1)0.70(1)*0.70(1)*3003006440(F)
Ain al KoreimaMoroccoDirection des Aménagements HydrauliquesIAkreuch106/8709/8702/8803/882612417200.20(5)*0.20
0.75
(5)
(17)
0.60(1)*35035070
140
30
60
(S)
Wright’s BasinAustraliaAustralian Capital Territory GovernmentFPoint Hut Creek101/8906/8908/8910/89188699V(7)1.00(16)1.00(13)30030014573(F)
RiouFranceElectricité de FranceH I RRiou101/9006/9007/9003/91263084146V(2)0.60(14)*0.60(14)*300300 120(R)
HervásSpainJunta de ExtremaduraWHervás101/8903/9009/9010/903321024430.15(1)0.70(1)*
(5)*
0.70(1)30030080155(F)
Belén-CagüelaSpainJunta de AndaluciaFBelén103/9106/9110/9110/913116024290.05(3)0.75(3)*0.75(3)*30030073109(F)
CholdocogagnaFranceSAIEPBWLessarte104/9107/9110/9112/913610019230.10(1)0.75(16)0.75(1)*300300 110(R)
Belén-GatoSpainJunta de AndaluciaFBelén107/9109/9111/9111/913415836410.05(3)0.75(3)*0.75(3)*30030073109(F)
Caballar ISpainJunta de AndaluciaFBelén109/9109/9112/9112/911698670.05(3)0.75(3)*0.75(3)*30030073109(F)
Belén-FloresSpainJunta de AndaluciaFBelén109/9111/9101/9201/92288710120.05(3)0.75(3)*0.75(3)*30030073109(F)
Paxton South AfricaPrivate farmerITsorwo1- /9001/9112/92- /92177033V(3)V
0.50
(3)0.50(3)15015070100(F)
Lower Molonglo Bypass StorageAustraliaACT Electricity and WaterPUnnamed creek102/9406/9408/9411/94321202227V(1)0.80(1)*0.80(1)*3003009664(F)
Ano Mera
[H-F]
GreeceMinistry of AgricultureI WAno Mera104/9303/95- /95- /973217049640.50(13)0.50(10)0.50(1)200 -
300
200 -
300
5515(N)
Kengxiashan
[A]
ChinaWencheng County Kengxiashan Hydropower Development Co. Ltd.HYuquanxi1- /96- /97- /98- /983480             
Nagashima sediment dam
[H-F]
JapanMinistry of ConstructionOhi103/9704/9912/9908/003312723551.20(12)1.20(12)  250500
1000
4050(S)
Bullard CreekUSANatural Resources Conservation ServiceFBullard Creek110/9808/99- /99- /991611077V(3)v
0.75
(3)*0.75(3)*30030014844(F)
Trout CreekUSAPaul MoltzI RTrout Creek108/9904/0005/0007/003138910V(1)0.80(1)*0.80(1)*3003001630(-) -
Pickle JarUSAParadise Valley EstatesW 110/9903/0005/0008/001657331331V(1)0.80(1)*0.80(1)*300300900(-) -
SafadUAEMinistry of Agriculture and FisheriesG I 1- /0005/0106/01- /0119100910V(1)0.80(1)*0.80(12)300300900(-) -
ShowkahUAEMinistry of Agriculture and FisheriesG I 1- /0008/0110/01- /012410518200.10(11)0.80(1)*0.80(12)300300900(-) -
Steno
[H-F]
GreeceMinistry of AgricultureI WSteno102/0007/0110/0206/033217069700.70(13)0.70(10)0.70(1)200 -
300
200 -
300
555(N)
Nankengyuan
[A]
ChinaHXiaoxihe1- /98- /00- /02- /0334114             
Huilong PSS - Upper damChinaHenan Electric Power CorporationH 106/0111/0211/03- /05542087376V(3')0.75(3')none 300300  (F)
Shanggou
[A]
ChinaXifeng County Water Conservancy BureauWYangshui1- /01- /02- /03- /0439176             
Rio Rejo
[H-F]
PeruYanacocha MineERejo1- /02- /03- /03- /043512530330.70(1)*0.70(1)*0.70(12)3003001000(-) -
Rio Grande
[H-F]
PeruYanacocha MineERio Grande1- /03- /04- /04- /05459872770.70(1)0.70(1)0.70(1)*3003001200(-) -
Pine BrookUSAPine Brook Water DistrictW 101/0510/0504/06- /06261702730V(7) (17)separate 3003009559(F)
Genesee #2USAGenesee Water and Sanitation DistrictWBear Creek106/0611/0611/0610/072916824 V     300300   
EsmeraldaBrazilH 1- /05- /05- /06- /0619 1527        6416(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)
TiechengChinaHDatong1- /05- /06- /07- /0844143             
Plano AltoBrazilSPE Plano Alto Energia S/AH 1- /06- /07- /07- /08371724278        7219(N)
El HandakMoroccoIEl Handak1- /05- /06- /08- /0927              
Sidi el MahjoubMoroccoIfrane1- /06- /07- /08- /0922 1518V(5)1.00(1)*1.00(1)*     
Kasegawa auxiliary dam
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF H I WKase103/0810/0906/1009/102911652680.80(12)0.80(12)0.80(12)250750800(-) -
Camlica III
[H-F]
TurkeyAkfen EnergyF HZamanti104/0804/1012/1004/11521861601820.70(7)0.70(3)*0.70(12)3003008837(F)
WyaralongAustraliaQueensland Water Infrastructure Pty. Ltd.WTeviot Brook109/0904/1012/1006/1148464173  (1) (1) (1)3003008585(F)
XiaotianlongChinaWTuochang1- /07- /09- /10- /1158168             
Thornton Gap (Tollway)USAMWRDGC (Metropolitan Water Reclamation District of Greater Chicago)F-102/1006/1109/1111/1135692525V(3') (3')* (3')*3003004879(F)
MoínhoBrazilMoinho S.A.HBernado Jose1- /09- /10- /11- /1122 925        6817(N)
LaananatMoroccoW 1- /09- /10- /11- /1215 18200.20(5)0.80(1)*0.80(1)*     
RizzaneseFranceElectricité de FranceH IRizzanese1- /0904/1102/12- /12411406472V
1.00
(6)
(10)
V
0.80
 0.80 300300800(-) -
TongzilinChinaHYalongjiang1- /08- /10- /12- /1471              
TamelastMorocco 1- /11- /12- /13- /1419 27 V(5)1.00(1)*1.00(1)*     
Wadi Umti
[H-F]
OmanMinistry of Rural Municipalities and Water ResourcesFWadi Umti104/1311/1307/1407/141614534580.70(12)0.70(12)0.70(12)300300600(-) -
BonyicPanamaHidroécología Teribe (HET) S.A.HBonyic1- /11- /1308/14- /1537165 88           
Duck RiverUSACullman Utilities BoardWDuck101/14- /1509/15- /1641901211280.10 1.00 1.00 30030010755(F)
Sharab GarodIranKohgiloye-Boyerahmad Water CompanyISharab Garod1- /12- /14- /15- /161575 12           
Dyraaba (part of Uma Oya Project)Sri LankaMinistry of Irrigation and Water Resources ManagementH IMathatilla Oya1- /11- /13- /17- /1850165  V(1) (1) (12)3003009595(F)
Kagong ChinaHLancangjiang1- /13- /15- /17- /1997              
Puhulpola (part of Uma Oya Project)Sri LankaMinistry of Irrigation and Water Resources ManagementH IDalgolia Oya1- /11- /13- /18- /1935174  V(1) (1) (12)3003009595(F)

← Scroll the table horizontally to view its entire width →

 

Search again

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: Exxon Company, Houston, Texas

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
66
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Middle Fork completed
Middle Fork completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
450450

Cementitious material

Cement (kg/m3)
72
61
Pozzolan (kg/m3)Pozzolan Type
116Low-lime flyash (ASTM Class F)
120 
Castilblanco de los Arroyos completed
Castilblanco de los Arroyos completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.15Traditional concrete against precast concrete panels
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
135
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
La Manzanilla completed
La Manzanilla completed

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Morenci Inc & Sumitomo Metal Mining

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 20 metres

Length: 122 metres

Volume of RCC: 14 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional 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)
64
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Lower Chase Creek completed
Lower Chase Creek completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akreuch

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels  [stepped face]
Downstream
SlopeType
0.20Traditional concrete against precast concrete panels
0.75Unformed face of RCC
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
70
140
Pozzolan (kg/m3)Pozzolan Type
30Ground-granulated blast-furnace slag
60 
Ain al Koreima completed
Ain al Koreima completed

Full Dam Information

Details

Country: Australia

Owner: Australian Capital Territory Government

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m3x103

Total volume: 9 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Mechanically compacted unformed face of RCC
Spillway
SlopeType
1.00Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Riou

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 07/90

End of Project: 03/91

Specifications

Height: 26 metres

Length: 308 metres

Volume of RCC: 41 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Riou completed
Riou completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
 Traditional concrete against precast concrete panels  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
155Low-lime flyash (ASTM Class F)
  
Hervás completed
Hervás completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Cagüela completed
Belén-Cagüela completed

Full Dam Information

Details

Country: France

Owner: SAIEPB

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 36 metres

Length: 100 metres

Volume of RCC: 19 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional 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
110ROLAC (mixture of flyash and slag with or without limestone fines)
  
Photo coming soon

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m3x103

Total volume: 41 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Gato completed
Belén-Gato completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Caballar I completed
Caballar I completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Flores on Google Earth
Belén-Flores on Google Earth

Full Dam Information

Details

Country: South Africa

Owner: Private farmer

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.50 
Spillway
SlopeType
0.50RCC against formwork

Placement

Layers (mm)Lifts (mm)
150150

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Australia

Owner: ACT Electricity and Water

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
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)
96
Pozzolan (kg/m3)Pozzolan Type
64Low-lime flyash (ASTM Class F)
  
Lower Molonglo Bypass Storage completed
Lower Molonglo Bypass Storage completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Ano Mera

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: -/95

End of Project: -/97

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 49 m3x103

Total volume: 64 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.50RCC against precast concrete blocks
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
200  -200  -
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Ano Mera completed
Ano Mera completed

Full Dam Information

Details

Country: China

Owner: Wencheng County Kengxiashan Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Yuquanxi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/98

End of Project: -/98

Specifications

Height: 34 metres

Length: 80 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Hardfill

Purpose(s): unknown

River: Ohi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: 12/99

End of Project: 08/00

Specifications

Height: 33 metres

Length: 127 metres

Volume of RCC: 23 m3x103

Total volume: 55 m3x103

Construction Methods

Facings

Upstream
SlopeType
1.20Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
1.20Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
250500
 1000

Cementitious material

Cement (kg/m3)
40
Pozzolan (kg/m3)Pozzolan Type
50Ground-granulated blast-furnace slag
  
Nagashima sediment dam completed
Nagashima sediment dam completed

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
vRCC against formwork  [stepped face]
0.75 
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
44Low-lime flyash (ASTM Class F)
  
Bullard Creek completed
Bullard Creek completed

Full Dam Information

Details

Country: USA

Owner: Paul Moltz

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m3x103

Total volume: 10 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
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)
163
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Trout Creek completed
Trout Creek completed

Full Dam Information

Details

Country: USA

Owner: Paradise Valley Estates

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
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)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pickle Jar completed
Pickle Jar completed

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m3x103

Total volume: 10 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Safad completed
Safad completed

Full Dam Information

Details

Country: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Reinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Showkah completed
Showkah completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Steno

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/00

Start of RCC: 02/00

End of RCC: 10/02

End of Project: 06/03

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 69 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.70RCC against precast concrete blocks
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
200  -200  -
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
5Natural pozzolan (ASTM Class N)
  
Steno completed
Steno completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/02

End of Project: -/03

Specifications

Height: 34 metres

Length: 114 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
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 11/03

End of Project: -/05

Specifications

Height: 54 metres

Length: 208 metres

Volume of RCC: 73 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Huilong PSS - Upper dam completed
Huilong PSS - Upper dam completed

Full Dam Information

Details

Country: China

Owner: Xifeng County Water Conservancy Bureau

Type: Thin Arch

Purpose(s): Water Supply

River: Yangshui

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 39 metres

Length: 176 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rejo

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 35 metres

Length: 125 metres

Volume of RCC: 30 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Peru

Owner: Yanacocha Mine

Type: Hardfill

Purpose(s): Environmental

River: Rio Grande

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 98 metres

Volume of RCC: 72 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Rio Grande completed
Rio Grande completed

Full Dam Information

Details

Country: USA

Owner: Pine Brook Water District

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: 04/06

End of Project: -/06

Specifications

Height: 26 metres

Length: 170 metres

Volume of RCC: 27 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Pine Brook completed
Pine Brook completed

Full Dam Information

Details

Country: USA

Owner: Genesee Water and Sanitation District

Type: Gravity

Purpose(s): Water Supply

River: Bear Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/06

Start of RCC: 06/06

End of RCC: 11/06

End of Project: 10/07

Specifications

Height: 29 metres

Length: 168 metres

Volume of RCC: 24 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Genesee #2 completed
Genesee #2 completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/06

End of Project: -/06

Specifications

Height: 19 metres

Length: -

Volume of RCC: 15 m3x103

Total volume: 27 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)
  
Esmeralda under construction
Esmeralda under construction

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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Datong

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 143 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: SPE Plano Alto Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 37 metres

Length: 172 metres

Volume of RCC: 42 m3x103

Total volume: 78 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
19Natural pozzolan (ASTM Class N)
  
Plano Alto on Google Earth
Plano Alto on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 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
  
  
El Handak on Google Earth
El Handak on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): unknown

River: Ifrane

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 22 metres

Length: -

Volume of RCC: 15 m3x103

Total volume: 18 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
1.00Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
1.00Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Sidi el Mahjoub completed
Sidi el Mahjoub completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Kase

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: 06/10

End of Project: 09/10

Specifications

Height: 29 metres

Length: 116 metres

Volume of RCC: 52 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.80Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Kasegawa auxiliary dam completed
Kasegawa auxiliary dam completed

Full Dam Information

Details

Country: Turkey

Owner: Akfen Energy

Type: Hardfill

Purpose(s): Flood Control / Hydropower

River: Zamanti

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 12/10

End of Project: 04/11

Specifications

Height: 52 metres

Length: 186 metres

Volume of RCC: 160 m3x103

Total volume: 182 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against precast concrete panels
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
88
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Camlica III under construction
Camlica III under construction

Full Dam Information

Details

Country: Australia

Owner: Queensland Water Infrastructure Pty. Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Wyaralong completed
Wyaralong completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tuochang

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 58 metres

Length: 168 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
  
  
Xiaotianlong completed
Xiaotianlong completed

Full Dam Information

Details

Country: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m3x103

Total volume: 25 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
48
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
  
Thornton Gap (Tollway) completed
Thornton Gap (Tollway) completed

Full Dam Information

Details

Country: Brazil

Owner: Moinho S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bernado Jose

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/11

Specifications

Height: 22 metres

Length: -

Volume of RCC: 9 m3x103

Total volume: 25 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
68
Pozzolan (kg/m3)Pozzolan Type
17Natural pozzolan (ASTM Class N)
  
Moínho under construction
Moínho under construction

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 18 m3x103

Total volume: 20 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)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Rizzanese

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/12

End of Project: -/12

Specifications

Height: 41 metres

Length: 140 metres

Volume of RCC: 64 m3x103

Total volume: 72 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
1.00RCC against precast concrete blocks
Downstream
SlopeType
Vertical 
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Rizzanese completed
Rizzanese completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yalongjiang

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/12

End of Project: -/14

Specifications

Height: 71 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
  
  
Tongzilin completed
Tongzilin completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 19 metres

Length: -

Volume of RCC: 27 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
1.00Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
1.00Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Oman

Owner: Ministry of Rural Municipalities and Water Resources

Type: Hardfill

Purpose(s): Flood Control

River: Wadi Umti

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/13

Start of RCC: 04/13

End of RCC: 07/14

End of Project: 07/14

Specifications

Height: 16 metres

Length: 145 metres

Volume of RCC: 34 m3x103

Total volume: 58 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.70Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Wadi Umti completed
Wadi Umti completed

Full Dam Information

Details

Country: Panama

Owner: Hidroécología Teribe (HET) S.A.

Type: Gravity

Purpose(s): Hydropower

River: Bonyic

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 08/14

End of Project: -/15

Specifications

Height: 37 metres

Length: 165 metres

Volume of RCC: -

Total volume: 88 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
  
  
Bonyic completed
Bonyic completed

Full Dam Information

Details

Country: USA

Owner: Cullman Utilities Board

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Duck River completed
Duck River completed

Full Dam Information

Details

Country: Iran

Owner: Kohgiloye-Boyerahmad Water Company

Type: Gravity

Purpose(s): Irrigation

River: Sharab Garod

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: -

Total volume: 12 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
  
  
Sharab Garod on Google Earth
Sharab Garod on Google Earth

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Dyraaba (part of Uma Oya Project) completed
Dyraaba (part of Uma Oya Project) completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lancangjiang

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/19

Specifications

Height: 97 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: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Dalgolia Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 35 metres

Length: 174 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Puhulpola (part of Uma Oya Project) under construction
Puhulpola (part of Uma Oya Project) under construction

 

Search again

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

Your search returned no dams with known co-ordinates