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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.

← 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)
Rouidat Amont (Rwedat)
[H-F]
MoroccoDirection des Aménagements HydrauliquesI WRwedat305/8709/8710/8812/882412525270.40(7)*0.40(7)*0.40(1)*40040010015(N)
Marathia
[H-F]
GreeceMinistry of AgricultureI WMarathia311/9112/9204/9306/932826531480.50(13)0.50(10)0.50(13)200 -
300
200 -
300
5515(N)
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)
Contraembalse de Moncion
[H-F]
Dominican RepublicINDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)F H IMao807/9502/9603/9806/98282541301550.70(1)0.67(1)*0.80(1)*300300800(-) -
Nagashima sediment dam
[H-F]
JapanMinistry of ConstructionOhi103/9704/9912/9908/003312723551.20(12)1.20(12)  250500
1000
4050(S)
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)
Rio Rejo
[H-F]
PeruYanacocha MineERejo1- /02- /03- /03- /043512530330.70(1)*0.70(1)*0.70(12)3003001000(-) -
Taiho auxiliary dam
[H-F]
JapanNorth Dam Integrated Control OfficeETaiho - /02- /03- /04- /053011034 1.20(12)1.20(12)  250500
1000
  (S)
Jiemian Ataguia
[H-F]
China  - /00- /02- /04- /0616             (F)
Rio Grande
[H-F]
PeruYanacocha MineERio Grande1- /03- /04- /04- /05459872770.70(1)0.70(1)0.70(1)*3003001200(-) -
Çindere
[H-F]
TurkeyDSI - State Hydraulic WorksH I WBuyuk Menderes8404/9407/0205/0511/07107280150016850.70(6)0.70(3)0.89(12)3003005020(F)
Can Asujan
[H-F]
PhilippinesNational Irrigation AdministrationICan Asujan210/03- /04- /05- /054213575850.60(8)0.60(7)0.60(1)1701701000(-) -
Hongkou Ataguia
[H-F]
China  - /04- /05- /06- /0736              
Beydag
[H-F]
TurkeyDSI - State Hydraulic WorksH I WKucuk Menderes24804/9407/0604/0811/0896800235026500.35(6)0.80(1)*0.80(1)*3003006030(F)
Koudiat Acerdoune
[H-F]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)I WWadi Isser80011/0205/0606/0809/08121492165018500.65(1)*0.65(1)*0.65(1)*300 to
400
300 to
400
7787(F)
Taum Sauk
[H-F]
USAAmerenUEHWater source - East Fork of Black River602/0710/0711/0906/10492060244825000.60(1)0.60(1)no
spillway
 3003005959(F)
Palomino
[H-F]
Dominican RepublicEGEHID (Empresa de Generación Hidroeléctrica Dominicana)HYaque del Sur and Blanco3- /05- /07- /09- /1365153             
Saf-Saf
[H-F]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)Saf-Saf - /07- /0802/10- /1136270  0.70(12)0.70(7)0.70(12)3002001200(-) -
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(-) -
Koris Gefiri (Maiden’s bridge)
[H-F]
GreeceMinistry of AgricultureI WPartheni311/0503/0707/10- /16422211701900.80(13)0.80(3)0.80(1)*300 -
450
300 -
450
5010(N)
Tobetsu
[H-F]
JapanHokkaido PrefectureF I WTobetu7510/0806/0909/1010/12524326658030.80(5)0.80(5)0.80(1)250750100
80  60
0
0
(-) -
Camlica III
[H-F]
TurkeyAkfen EnergyF HZamanti104/0804/1012/1004/11521861601820.70(7)0.70(3)*0.70(12)3003008837(F)
Valsamiotis
[H-F]
GreeceCrete Western Development OrganisationIValsamiotis 10/0505/0712/10- /14633356408200.80(13)0.80(3)0.80(1)*300300600(-) -
Moula
[H-F]
TunisiaMinistre de l’Agriculture, TunisiaWBou Terfess2602/03- /08- /1011/1181324422450V(3') (3')* (3')*3003001200(-) -
Çaltikoru
[H-F]
Turkey  - /06- /08- /10- /1166477 800           
Okukubi (Kim)
[H-F]
JapanOkinawa General Bureau, Cabinet Office, JapanF I WOkukubi7903/0911/1003/1107/11394613394300.80(5)0.80(5)0.80(5)300750800(-) -
Timkit
[H-F]
MoroccoDirection des Aménagements HydrauliquesG IAssif N’Ifer14- /08- /10- /11- /12561831241460.65(5)0.65(1)*0.65(1)*3003005624(N)
Cannelton
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 05/0906/1208/1309/1635158113 0.80(10)0.80(10)separate 23023011864 
Meldahl
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 04/1106/1312/1304/16288456 0.80(10)0.80(10)separate 23023011662 
Beyhan-I
[H-F]
TurkeyKalehan Energy Üretim ve Ticaret A.S.HMurat36901/1003/1203/1403/1597361148016610.70(7)0.70(1)  3003009040(M)
Willow Island
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/201111/201304/201402/2016206649 0.80(10)0.80(10)separate 23023011662 
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(-) -
Smithland
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/1103/1410/1407/1733153120 0.80(10)0.80(10)separate 23023011864 
Pembelik
[H-F]
TurkeyDarenhes A.S.HPeriSuyu35811/1003/1310/1412/14885007608380.20(3')0.80(3')0.80(12)30012001200(-) -
Filiatrinos
[H-F]
GreeceMinistry of Rural Development and FoodFiliatrinos8- /10- /11- /14- /16452463704300.80(2)0.80 0.80 35035051
51
23
7
(F)
Gümüsören
[H-F]
TurkeyDSI - State Hydraulic WorksH I WZamanti195- /11- /13- /1406/153784218919430.70(3)0.76(3)0.76(12)3001200   
Goktas
[H-F]
TurkeyBereket EnergyHZamanti11004/1103/1303/1512/151352007509000.30
1.00
(3)
(3)
0.60
1.00
(3)
(3)
0.75(12)3003005050(F)
El Mauro
[H-F]
Chile  - /13- /14- /15- /1523380             
Apporo
[H-F]
JapanHookaido PrefectureF I WAtsuma10610/1406/1506/1603/18475163544800.80(1)0.80(1)0.80(1)250750800(-) -
Lithaios
[H-F]
GreeceTrikala PrefectureILithaios 06/0311/1111/1608/18325261602200.80(13)0.80(3)0.80(1)*3003005010(N)
Ouljet Es Soltane
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WBeht51005/10- /12- /16- /17983839009300.50(5)0.70(1)*0.70(1)*300300800(N)
Hayghar (Dehroud)
[H-F]
IranFars Regional Water CompanyF H IFirooz Abadi226- /09- /12- /16- /18912302602850.90(3')1.20(3')*1.20(12)300300   
Sidi Abdellah
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WOuaar1004/10- /13- /16- /17693705806100.50(1)0.70(1)*0.70(1)*  80
100
0
0
(-) -
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(-) -
Ambarau
[H-F]
DR CongoRandGoldHKibali611/1405/15- /16- /172125533400.75(4')*0.75(1)0.75(1)3003001000(-) -
Kahir
[H-F]
IranSistan & Balouchestan Ministry of WaterI WKahir31411/10- /1407/1708/18553804856800.70 0.70 0.70      
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(-) -
Javeh
[H-F]
IranIran Water & Power Resources Development Compay (IWPC)F IJaveh Roud9503/0907/11- /1807/19863016807500.90(3')1.20(3')*1.20(12)3003009431(N)
Beyhan-II
[H-F]
TurkeyKalehan Energy Üretim ve Ticaret A.S.HMurat7907/13- /17- /1809/19603631912100.70(7)0.70(1)  3003001300(M)
Kabagawa
[H-F]
JapanKagawa PrefectureF WKaba1110/1411/1605/1909/2089266242448V
0.40
(1)
(1)
0.77(1)0.77(1)25010009139(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: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rwedat

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.40RCC against precast concrete panels  [stepped face]
Downstream
SlopeType
0.40RCC against precast concrete panels  [stepped face]
Spillway
SlopeType
0.40Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Rouidat Amont (Rwedat) completed
Rouidat Amont (Rwedat) completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Marathia

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/91

Start of RCC: 11/91

End of RCC: 04/93

End of Project: 06/93

Specifications

Height: 28 metres

Length: 265 metres

Volume of RCC: 31 m3x103

Total volume: 48 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
0.50Reinforced concrete cast against precast units or slip-formed facing elements

Placement

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

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Marathia completed
Marathia 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: Dominican Republic

Owner: INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Mao

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 03/98

End of Project: 06/98

Specifications

Height: 28 metres

Length: 254 metres

Volume of RCC: 130 m3x103

Total volume: 155 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against formwork
Downstream
SlopeType
0.67Traditional 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)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Contraembalse de Moncion completed
Contraembalse de Moncion completed

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: 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: 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: Japan

Owner: North Dam Integrated Control Office

Type: Hardfill

Purpose(s): Environmental

River: Taiho

Reservoir capacity: -

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 30 metres

Length: 110 metres

Volume of RCC: 34 m3x103

Total volume: -

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)
 
Pozzolan (kg/m3)Pozzolan Type
 Ground-granulated blast-furnace slag
  
Taiho auxiliary dam on Google Earth
Taiho auxiliary dam on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/06

Specifications

Height: 16 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
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

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: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Buyuk Menderes

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 05/05

End of Project: 11/07

Specifications

Height: 107 metres

Length: 280 metres

Volume of RCC: 1500 m3x103

Total volume: 1685 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.70RCC against formwork
Spillway
SlopeType
0.89Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
20Low-lime flyash (ASTM Class F)
  
Çindere completed
Çindere completed

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration

Type: Hardfill

Purpose(s): Irrigation

River: Can Asujan

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/03

Start of RCC: 10/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 42 metres

Length: 135 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60RCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.60RCC against precast concrete panels
Spillway
SlopeType
0.60Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
170170

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Can Asujan completed
Can Asujan completed

Full Dam Information

Details

Country: China

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 36 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: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Kucuk Menderes

Reservoir capacity: 248 m3x106

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 04/08

End of Project: 11/08

Specifications

Height: 96 metres

Length: 800 metres

Volume of RCC: 2350 m3x103

Total volume: 2650 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.35Traditional concrete against precast concrete panels with geomembrane
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)
60
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Beydag completed
Beydag completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Wadi Isser

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 06/08

End of Project: 09/08

Specifications

Height: 121 metres

Length: 492 metres

Volume of RCC: 1650 m3x103

Total volume: 1850 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300  to300  to
400400

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
87Low-lime flyash (ASTM Class F)
  
Koudiat Acerdoune under construction
Koudiat Acerdoune under construction

Full Dam Information

Details

Country: USA

Owner: AmerenUE

Type: Hardfill

Purpose(s): Hydropower

River: Water source - East Fork of Black River

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 11/09

End of Project: 06/10

Specifications

Height: 49 metres

Length: 2060 metres

Volume of RCC: 2448 m3x103

Total volume: 2500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork
Spillway
SlopeType
no 
spillway 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Taum Sauk completed
Taum Sauk completed

Full Dam Information

Details

Country: Dominican Republic

Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)

Type: Hardfill

Purpose(s): Hydropower

River: Yaque del Sur and Blanco

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: -/13

Specifications

Height: 65 metres

Length: 153 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
  
  
Palomino completed
Palomino completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

Purpose(s): unknown

River: Saf-Saf

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: 02/10

End of Project: -/11

Specifications

Height: 36 metres

Length: 270 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300200

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

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: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Partheni

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 07/10

End of Project: -/16

Specifications

Height: 42 metres

Length: 221 metres

Volume of RCC: 170 m3x103

Total volume: 190 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300  -300  -
450450

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
10Natural pozzolan (ASTM Class N)
  
Koris Gefiri (Maiden’s bridge) under construction
Koris Gefiri (Maiden’s bridge) under construction

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Hardfill

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

River: Tobetu

Reservoir capacity: 75 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 09/10

End of Project: 10/12

Specifications

Height: 52 metres

Length: 432 metres

Volume of RCC: 665 m3x103

Total volume: 803 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against precast concrete panels
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
100
80  60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Tobetsu completed
Tobetsu 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: Greece

Owner: Crete Western Development Organisation

Type: Hardfill

Purpose(s): Irrigation

River: Valsamiotis

Reservoir capacity: -

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 12/10

End of Project: -/14

Specifications

Height: 63 metres

Length: 335 metres

Volume of RCC: 640 m3x103

Total volume: 820 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture, Tunisia

Type: Hardfill

Purpose(s): Water Supply

River: Bou Terfess

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 02/03

Start of RCC: 02/03

End of RCC: -/10

End of Project: 11/11

Specifications

Height: 81 metres

Length: 324 metres

Volume of RCC: 422 m3x103

Total volume: 450 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)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Moula completed
Moula completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 66 metres

Length: 477 metres

Volume of RCC: -

Total volume: 800 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Okinawa General Bureau, Cabinet Office, Japan

Type: Hardfill

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

River: Okukubi

Reservoir capacity: 79 m3x106

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: 03/11

End of Project: 07/11

Specifications

Height: 39 metres

Length: 461 metres

Volume of RCC: 339 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against precast concrete panels
Spillway
SlopeType
0.80Traditional concrete against precast concrete panels

Placement

Layers (mm)Lifts (mm)
300750

Cementitious material

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

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: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 08/13

End of Project: 09/16

Specifications

Height: 35 metres

Length: 158 metres

Volume of RCC: 113 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64 
  
Cannelton completed
Cannelton completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 12/13

End of Project: 04/16

Specifications

Height: 28 metres

Length: 84 metres

Volume of RCC: 56 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62 
  
Meldahl completed
Meldahl completed

Full Dam Information

Details

Country: Turkey

Owner: Kalehan Energy Üretim ve Ticaret A.S.

Type: Hardfill

Purpose(s): Hydropower

River: Murat

Reservoir capacity: 369 m3x106

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: 03/14

End of Project: 03/15

Specifications

Height: 97 metres

Length: 361 metres

Volume of RCC: 1480 m3x103

Total volume: 1661 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against precast concrete panels
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
40Milled sand
  
Beyhan-I completed
Beyhan-I completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/2011

Start of RCC: 12/2011

End of RCC: 04/2014

End of Project: 02/2016

Specifications

Height: 20 metres

Length: 66 metres

Volume of RCC: 49 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62 
  
Willow Island completed
Willow Island completed

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: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 10/14

End of Project: 07/17

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 120 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64 
  
Smithland completed
Smithland completed

Full Dam Information

Details

Country: Turkey

Owner: Darenhes A.S.

Type: Hardfill

Purpose(s): Hydropower

River: PeriSuyu

Reservoir capacity: 358 m3x106

Construction Dates

Start of Project: 11/10

Start of RCC: 11/10

End of RCC: 10/14

End of Project: 12/14

Specifications

Height: 88 metres

Length: 500 metres

Volume of RCC: 760 m3x103

Total volume: 838 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

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

Full Dam Information

Details

Country: Greece

Owner: Ministry of Rural Development and Food

Type: Hardfill

Purpose(s): unknown

River: Filiatrinos

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/16

Specifications

Height: 45 metres

Length: 246 metres

Volume of RCC: 370 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
51
51
Pozzolan (kg/m3)Pozzolan Type
23Low-lime flyash (ASTM Class F)
7 
Filiatrinos completed
Filiatrinos completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zamanti

Reservoir capacity: 195 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/14

End of Project: 06/15

Specifications

Height: 37 metres

Length: 842 metres

Volume of RCC: 189 m3x103

Total volume: 1943 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against formwork
Downstream
SlopeType
0.76RCC against formwork
Spillway
SlopeType
0.76Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: Bereket Energy

Type: Hardfill

Purpose(s): Hydropower

River: Zamanti

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 03/15

End of Project: 12/15

Specifications

Height: 135 metres

Length: 200 metres

Volume of RCC: 750 m3x103

Total volume: 900 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.30RCC against formwork
1.00RCC against formwork
Downstream
SlopeType
0.60RCC against formwork
1.00RCC against formwork
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
50Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Chile

Owner: -

Type: Hardfill

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 23 metres

Length: 380 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: Hookaido Prefecture

Type: Hardfill

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

River: Atsuma

Reservoir capacity: 106 m3x106

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 06/16

End of Project: 03/18

Specifications

Height: 47 metres

Length: 516 metres

Volume of RCC: 354 m3x103

Total volume: 480 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  -
  
Apporo completed
Apporo completed

Full Dam Information

Details

Country: Greece

Owner: Trikala Prefecture

Type: Hardfill

Purpose(s): Irrigation

River: Lithaios

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 11/16

End of Project: 08/18

Specifications

Height: 32 metres

Length: 526 metres

Volume of RCC: 160 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
10Natural pozzolan (ASTM Class N)
  
Lithaios under construction
Lithaios under construction

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Beht

Reservoir capacity: 510 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m3x103

Total volume: 930 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
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Ouljet Es Soltane on Google Earth
Ouljet Es Soltane on Google Earth

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Company

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Firooz Abadi

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/16

End of Project: -/18

Specifications

Height: 91 metres

Length: 230 metres

Volume of RCC: 260 m3x103

Total volume: 285 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.90RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
1.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
1.20Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Hayghar (Dehroud) on Google Earth
Hayghar (Dehroud) on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ouaar

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 69 metres

Length: 370 metres

Volume of RCC: 580 m3x103

Total volume: 610 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional 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)
  

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Sidi Abdellah on Google Earth
Sidi Abdellah on Google Earth

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: DR Congo

Owner: RandGold

Type: Hardfill

Purpose(s): Hydropower

River: Kibali

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 11/14

Start of RCC: 11/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 21 metres

Length: 255 metres

Volume of RCC: 33 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.75RCC against formwork with external geomembrane (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

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

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Resources Development Compay (IWPC)

Type: Hardfill

Purpose(s): Flood Control / Irrigation

River: Javeh Roud

Reservoir capacity: 95 m3x106

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: -/18

End of Project: 07/19

Specifications

Height: 86 metres

Length: 301 metres

Volume of RCC: 680 m3x103

Total volume: 750 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.90RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
1.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
1.20Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
94
Pozzolan (kg/m3)Pozzolan Type
31Natural pozzolan (ASTM Class N)
  
Javeh on Google Earth
Javeh on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: Kalehan Energy Üretim ve Ticaret A.S.

Type: Hardfill

Purpose(s): Hydropower

River: Murat

Reservoir capacity: 79 m3x106

Construction Dates

Start of Project: 07/13

Start of RCC: 07/13

End of RCC: -/18

End of Project: 09/19

Specifications

Height: 60 metres

Length: 363 metres

Volume of RCC: 191 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against precast concrete panels
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
130
Pozzolan (kg/m3)Pozzolan Type
0Milled sand
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Hardfill

Purpose(s): Flood Control / Water Supply

River: Kaba

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 05/19

End of Project: 09/20

Specifications

Height: 89 metres

Length: 266 metres

Volume of RCC: 242 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Kabagawa completed
Kabagawa completed

 

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