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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)
ThornleaSouth AfricaUmlaas Irrigation BoardIMlazi306/9010/9012/9002/91171351617V(1)0.90(3)*0.90(1)1701703887(S)
Burguillos del CerroSpainJunta de ExtremaduraWRibera de los Montes312/9005/9109/9112/91241672533V(14)0.13
0.60
(14)*0.60(13)*30030080135(F)
ArriaránSpainDiputacion Foral de GipuzkoaWArriarán310/9104/9209/9202/94582061101130.05(3)0.70(3)*0.70(3)*30030085135(F)
Zintel CanyonUSACity of Kennewick, WashingtonFZintel303/9207/9210/9212/92391585455V(7)0.85(17)0.85(17)300300740(-) -
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)
Sishanping
[A]
ChinaHuangcen Reservoir Management OfficeF H ILeishui3- /92- /93- /94- /9556147 18          (F)
New Peterson LakeUSACity of GreeleyWTributary of Cache La Poudre305/9509/9511/9512/95217078V(1)0.80(1)*0.80(1)*30030014548(F)
Tie HackUSACity of BuffaloWSouth Fork Clear Creek305/9610/9608/97- /97411706269V(1)0.80(1)*0.80(1)*3003008983(F)
Hongpo
[A-G]
ChinaXishan Xingyu Water Resources CorporationWQinggoushui310/9707/9811/9912/99552447177V(3')0.50(1)0.50(1)30030005499(F)
FukuchiyamaJapanFukuoka PrefectureF N WFukuti310/98- /9912/0103/0365255115201V(1)0.78(1)0.78(1)2507508436(F)
Ghatghar (Lower dam)IndiaGoMWRD (Government of Maharashtra Water Resources Department)HShahi Nallah312/0112/0405/0603/07864476386460.141(3')0.782(3')*0.782(3')*30030075150(F)
Elkwater ForkUSANatural Resources Conservation ServiceWTygart Tributory3- /0604/0708/07- /0739204106113V(8)0.80(3)*0.80(1)*3003005989(F)
Palomino
[H-F]
Dominican RepublicEGEHID (Empresa de Generación Hidroeléctrica Dominicana)HYaque del Sur and Blanco3- /05- /07- /09- /1365153             
Batu HamparMalaysiaJabatan Bekalan Air Negeri SembilanWBatu Hampar311/0710/0904/1005/1075236200203 (3') (10) (10)30030065120(F)
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)
Saizhu
[A]
ChinaNiulanjiang Hydropower Development Company Ltd.HXima304/06- /09- /10- /1172160107115curve(3')curve(3') (3)     
Ahl LafouimMoroccoW 3- /09- /10- /11- /1215 20240.20(5)0.80(1)*0.80(1)*     
KraymaMoroccoWTiyoughza3- /09- /10- /11- /1232 45530.20(5)0.80(1)*0.80(1)*     
GölgeliyamaçTurkeyDSI - State Hydraulic WorksHGuzeldere309/08- /13- /14- /15521508599V(3)0.80(3)0.80(12)3001200950(-) -
DivreshIranGilan Province Water AuthorityI WKharshak3- /13- /15- /17- /1845195 137           

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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Full Dam Information

Details

Country: 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: South Africa

Owner: Umlaas Irrigation Board

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m3x103

Total volume: 17 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.90RCC against formwork  [stepped face]
Spillway
SlopeType
0.90Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
170170

Cementitious material

Cement (kg/m3)
38
Pozzolan (kg/m3)Pozzolan Type
87Ground-granulated blast-furnace slag
  
Thornlea completed
Thornlea completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.13Slip-formed/extruded facing elements  [stepped face]
0.60 
Spillway
SlopeType
0.60Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Burguillos del Cerro completed
Burguillos del Cerro completed

Full Dam Information

Details

Country: Spain

Owner: Diputacion Foral de Gipuzkoa

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
0.70RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Arriarán completed
Arriarán completed

Full Dam Information

Details

Country: USA

Owner: City of Kennewick, Washington

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m3x103

Total volume: 55 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
0.85Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Zintel Canyon completed
Zintel Canyon 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: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 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
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: City of Greeley

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m3x103

Total volume: 8 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)
145
Pozzolan (kg/m3)Pozzolan Type
48Low-lime flyash (ASTM Class F)
  
New Peterson Lake completed
New Peterson Lake completed

Full Dam Information

Details

Country: USA

Owner: City of Buffalo

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m3x103

Total volume: 69 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)
89
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Tie Hack completed
Tie Hack completed

Full Dam Information

Details

Country: China

Owner: Xishan Xingyu Water Resources Corporation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.50Traditional concrete against formwork
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
  
Hongpo under construction
Hongpo under construction

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

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

River: Fukuti

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m3x103

Total volume: 201 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional 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)
  
Fukuchiyama completed
Fukuchiyama completed

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Shahi Nallah

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/06

End of Project: 03/07

Specifications

Height: 86 metres

Length: 447 metres

Volume of RCC: 638 m3x103

Total volume: 646 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.141RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.782RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.782RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
150Low-lime flyash (ASTM Class F)
  
Ghatghar (Lower dam) completed
Ghatghar (Lower dam) completed

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elkwater Fork completed
Elkwater Fork 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: Malaysia

Owner: Jabatan Bekalan Air Negeri Sembilan

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 75 metres

Length: 236 metres

Volume of RCC: 200 m3x103

Total volume: 203 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against precast concrete blocks
Spillway
SlopeType
 RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Photo coming soon

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: China

Owner: Niulanjiang Hydropower Development Company Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Xima

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 72 metres

Length: 160 metres

Volume of RCC: 107 m3x103

Total volume: 115 m3x103

Construction Methods

Facings

Upstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
 RCC against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 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: 20 m3x103

Total volume: 24 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: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: -

Volume of RCC: 45 m3x103

Total volume: 53 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
  
  
Krayma on Google Earth
Krayma on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Guzeldere

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/14

End of Project: -/15

Specifications

Height: 52 metres

Length: 150 metres

Volume of RCC: 85 m3x103

Total volume: 99 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC 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: Iran

Owner: Gilan Province Water Authority

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kharshak

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 45 metres

Length: 195 metres

Volume of RCC: -

Total volume: 137 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

 

Search again

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