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)
KroombitAustraliaWater Resources Commission, QueenslandG IKroombit Creek1303/9206/9210/9212/922625084110V(1)0.70(1)0.70(1)30030082107(F)
JoumouaMoroccoDirection des Aménagements HydrauliquesWJoumoua707/8906/9011/9212/92572501502000.20(5)0.80(1)*0.80(1)*350350105
180
45
0
(-) -
TrigomilMexicoCNA (Comisión Nacional del Agua)F IAyuguila32412/8602/9112/9212/93107250362681V
0.24
(5)V
0.80
(5)
(17)
0.80(1)30030014847(F)
Juba IIBrazilBrennand EnergiaHJuba - /93- /94- /95- /9621250105114        6015(N)
TomisatoJapanWater Resources Development Public CorporationF I WDouzan5302/92- /9502/9703/00111250355510V(1)0.76(1)0.76(1)250750
1000
84
72
36
48
(F)
Shapai
[A]
ChinaSichuan Minjiang Hydropower Co. Ltd.HCaopohe1806/9703/0005/0204/03130250380383V
0.10
(3')0.21(3)crest
0.21
(1)300300108
89
72
89
(F)
La RossillaMexicoCNA (Comisión Nacional del Agua)  - /00- /01- /02- /0335250             
Rompepicos en Corral des PalmasMexicoSecretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo LeonFSanta Catarina100- /0203/03- /03- /04109250380400V(8)V
0.85
(5)
(17)
0.85(12)3003006535(F)
R’Mel (Tanger-Med)MoroccoDirection des Aménagements HydrauliquesF WR’Mel2505/0506/0606/0710/0779250230243V(11)0.75(1)0.75(1)3003000100
90
0
0
(-) -
Mamaya Nº1ChinaGuizhou Qianyuan Power CompanyHBeipan367- /08- /10- /12- /13109250             
Kotanli II
[A-G]
TurkeyEBD En. Ür. ve Tic. A.S.HKura2010/1305/1404/1507/15752502402470.15(3)0.70(3')*0.70 30030085130(N)

← 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: Australia

Owner: Water Resources Commission, Queensland

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 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: 26 metres

Length: 250 metres

Volume of RCC: 84 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
107Low-lime flyash (ASTM Class F)
  
Kroombit completed
Kroombit completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m3x103

Total volume: 200 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)
350350

Cementitious material

Cement (kg/m3)
105
180
Pozzolan (kg/m3)Pozzolan Type
45No pozzolan used  -
0 
Joumoua completed
Joumoua completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m3x106

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m3x103

Total volume: 681 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.24 
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
47Low-lime flyash (ASTM Class F)
  
Trigomil completed
Trigomil completed

Full Dam Information

Details

Country: Brazil

Owner: Brennand Energia

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 250 metres

Volume of RCC: 105 m3x103

Total volume: 114 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Douzan

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m3x103

Total volume: 510 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
72
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
48 
Tomisato completed
Tomisato completed

Full Dam Information

Details

Country: China

Owner: Sichuan Minjiang Hydropower Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Caopohe

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 06/97

Start of RCC: 06/97

End of RCC: 05/02

End of Project: 04/03

Specifications

Height: 130 metres

Length: 250 metres

Volume of RCC: 380 m3x103

Total volume: 383 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.10 
Downstream
SlopeType
0.21RCC against formwork
Spillway
SlopeType
crestTraditional concrete against formwork
0.21 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
108
89
Pozzolan (kg/m3)Pozzolan Type
72Low-lime flyash (ASTM Class F)
89 
Shapai completed
Shapai completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 35 metres

Length: 250 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
  
  
La Rossilla on Google Earth
La Rossilla on Google Earth

Full Dam Information

Details

Country: Mexico

Owner: Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon

Type: Gravity

Purpose(s): Flood Control

River: Santa Catarina

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 109 metres

Length: 250 metres

Volume of RCC: 380 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.85Unformed face of RCC
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
35Low-lime flyash (ASTM Class F)
  
Rompepicos en Corral des Palmas completed
Rompepicos en Corral des Palmas completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 79 metres

Length: 250 metres

Volume of RCC: 230 m3x103

Total volume: 243 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
100
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
R’Mel (Tanger-Med) completed
R’Mel (Tanger-Med) completed

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Company

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 367 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/12

End of Project: -/13

Specifications

Height: 109 metres

Length: 250 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
  
  
Mamaya Nº1 completed
Mamaya Nº1 completed

Full Dam Information

Details

Country: Turkey

Owner: EBD En. Ür. ve Tic. A.S.

Type: Arch-Gravity

Purpose(s): Hydropower

River: Kura

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 10/13

Start of RCC: 10/13

End of RCC: 04/15

End of Project: 07/15

Specifications

Height: 75 metres

Length: 250 metres

Volume of RCC: 240 m3x103

Total volume: 247 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
130Natural pozzolan (ASTM Class N)
  
Kotanli II completed
Kotanli II completed

 

Search again

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

Your search returned no dams with known co-ordinates