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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)
Carroll E. Ecton - formerly WinchesterUSAWinchester Municipal UtilityWUpper Howard Creek206/8408/8411/8401/85233632427V(6)V
1.00
(5)
(17)
1.00(1)3003001040(-) -
Grindstone CanyonUSAVillage of RuidosoWGrindstone209/8505/8607/8610/86424328896V(1)0.75(1)*0.75(1)300300760(-) -
Los MoralesSpainConfederación Hidrográfica del TajoWMorales206/8602/8710/8712/87282002226V(1)
(3)
0.75(3)*0.75(1)300 -
400
300 -
400
80
74
140
128
(F)
Tirgu JiuRomaniaRomanian Electricity Authority (RENAL) - Tirgu Jiu BranchHJiu208/8606/8805/8912/9324611326 (12) (12)ogee(12)3009001250(-) -
Maroño SpainDiputación Foral de AlavaWIzoria and Idas201/8911/8908/9011/915318280910.05(3)V
0.75
(3)*
(3)*
0.75(1)*30030080
65
160
170
(F)
YoshidaJapanKagawa PrefectureF WYoshida207/9107/9302/9503/9675218265304V(1)0.75(1)0.75(1)2507508436(F)
Rio do PeixeBrazilCPEE (Companhia Paulista de Energia Elétrica)HDo Peixe202/9612/9612/97- /98323002034V(1)0.80(1)*0.80(1)*300300120
90
0
0
(-) -
Penn ForestUSABethlehem Authority, City of BethlehemWWild Creek208/9609/9710/9812/9849610283283V(6)0.50(15)
(7)
conduit 3003005841(F)
Yangxishui Nº3ChinaShaoguang Electricity Corporation LtdHYangxishui211/9709/9806/9907/0046202100139V(1)V
0.75
(1)
(1)*
0.70(12)300300  (F)
Peñas BlancasCosta RicaICE (Instituto Costarricense de Electricidad)HPeñas Blancas204/0007/0101/0207/0248211120170V(1)0.80(1)*0.80(12)3003009035(N)
Hunting Run USASpotsylvania CountyWHunting Run205/0002/0101/0208/0236720115128V(8) (17) (17)3003007437(F)
Maobaguan
[A]
ChinaShanxi Hanjiang Hydropower Development Co. Ltd.HRenhe2- /00- /02- /03- /046612081106           
Huilong PSS - Lower damChinaHenan Electric Power CorporationH 206/01- /0206/04- /055417588105V(3')0.75(3')*0.75(12)300300  (F)
Big CherryUSATown of Big Stone GapWSouth Fork, Powell River204/0409/0401/0507/05261131112      3003008282(F)
Can Asujan
[H-F]
PhilippinesNational Irrigation AdministrationICan Asujan210/03- /04- /05- /054213575850.60(8)0.60(7)0.60(1)1701701000(-) -
Säo BernardoBrazilCJ Energética S/AH 2- /03- /04- /05- /0620120             
Duas SerrasBrazilCompanhia Pernambucana de SaneamentoFDuas Serras2- /05- /06- /07- /08191136       300300   
ChibikaMoroccoIChbika2- /04- /06- /08- /0924              
Säo PedroBrazilSäo Pedro Energia S/AHJacu Braço Norte2- /06- /07- /09- /10301402235           
Ait Moulay AhmedMoroccoDirection des Aménagements HydrauliquesI WAin Leuh210/09- /1001/1110/11291361820V(5)0.75(1)*0.75(1)*3003007030(N)
ÇetintepeTurkeyDSI - State Hydraulic WorksHRobozik209/08- /13- /14- /153917360640.10(3)0.80(3)0.80(12)3001200950(-) -
AkçakocaTurkeyDSI - State Hydraulic WorksI WSarma201/1305/1510/16- /1875148851300.10(3)0.80(3)0.80(12)300    
Cudi-CircipTurkeyDSI - State Hydraulic WorksICircip2- /16- /17- /18- /19302134859V(1)0.80(1)0.80(12)3001200   

← 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: Winchester Municipal Utility

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
1.00Unformed face of RCC
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carroll E. Ecton - formerly Winchester completed
Carroll E. Ecton - formerly Winchester completed

Full Dam Information

Details

Country: USA

Owner: Village of Ruidoso

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m3x103

Total volume: 96 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
76
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Grindstone Canyon completed
Grindstone Canyon completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300  -300  -
400400

Cementitious material

Cement (kg/m3)
80
74
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
128 
Los Morales completed
Los Morales completed

Full Dam Information

Details

Country: Romania

Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tirgu Jiu on Google Earth
Tirgu Jiu on Google Earth

Full Dam Information

Details

Country: Spain

Owner: Diputación Foral de Alava

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m3x103

Total volume: 91 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
65
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
170 
Maroño completed
Maroño completed

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m3x103

Total volume: 304 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: CPEE (Companhia Paulista de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: Do Peixe

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 02/96

Start of RCC: 02/96

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: 20 m3x103

Total volume: 34 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)
120
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Rio do Peixe completed
Rio do Peixe completed

Full Dam Information

Details

Country: USA

Owner: Bethlehem Authority, City of Bethlehem

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m3x103

Total volume: 283 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.50RCC supported by fill shoulders
 RCC against precast concrete panels
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
41Low-lime flyash (ASTM Class F)
  
Penn Forest under construction
Penn Forest under construction

Full Dam Information

Details

Country: China

Owner: Shaoguang Electricity Corporation Ltd

Type: Gravity

Purpose(s): Hydropower

River: Yangxishui

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 11/97

Start of RCC: 11/97

End of RCC: 06/99

End of Project: 07/00

Specifications

Height: 46 metres

Length: 202 metres

Volume of RCC: 100 m3x103

Total volume: 139 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional 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)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricense de Electricidad)

Type: Gravity

Purpose(s): Hydropower

River: Peñas Blancas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/00

Start of RCC: 04/00

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 48 metres

Length: 211 metres

Volume of RCC: 120 m3x103

Total volume: 170 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
35Natural pozzolan (ASTM Class N)
  
Peñas Blancas completed
Peñas Blancas completed

Full Dam Information

Details

Country: USA

Owner: Spotsylvania County

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Hunting Run completed
Hunting Run completed

Full Dam Information

Details

Country: China

Owner: Shanxi Hanjiang Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Renhe

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/03

End of Project: -/04

Specifications

Height: 66 metres

Length: 120 metres

Volume of RCC: 81 m3x103

Total volume: 106 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: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 06/04

End of Project: -/05

Specifications

Height: 54 metres

Length: 175 metres

Volume of RCC: 88 m3x103

Total volume: 105 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: Town of Big Stone Gap

Type: Gravity

Purpose(s): Water Supply

River: South Fork, Powell River

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
  
Big Cherry completed
Big Cherry 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: Brazil

Owner: CJ Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 20 metres

Length: 120 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
  
  
Säo Bernardo completed
Säo Bernardo completed

Full Dam Information

Details

Country: Brazil

Owner: Companhia Pernambucana de Saneamento

Type: Gravity

Purpose(s): Flood Control

River: Duas Serras

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 19 metres

Length: 113 metres

Volume of RCC: 6 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 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
  
  
Chibika on Google Earth
Chibika on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: Säo Pedro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jacu Braço Norte

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 30 metres

Length: 140 metres

Volume of RCC: 22 m3x103

Total volume: 35 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Säo Pedro completed
Säo Pedro completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Ait Moulay Ahmed on Google Earth
Ait Moulay Ahmed on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Robozik

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/14

End of Project: -/15

Specifications

Height: 39 metres

Length: 173 metres

Volume of RCC: 60 m3x103

Total volume: 64 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/18

Specifications

Height: 75 metres

Length: 148 metres

Volume of RCC: 85 m3x103

Total volume: 130 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Circip

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

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