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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.

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NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
CopperfieldAustraliaWCopperfield2012/8305/8409/8409/8440340140156V(3)V
0.90
(3)
(17)
0.80(1)3003008030(F)
CraigbourneAustraliaI WCoal1301/8604/8606/8608/86252472224V(7)1.00(17)separate 3003007060(F)
Wright’s Retarding BasinAustraliaFPoint Hut Creek101/8906/8908/8910/89188699V(7)1.00(16)1.00(13)30030014573(F)
New VictoriaAustraliaWMunday Brook1008/9003/9108/9111/9152285121135V(14)0.325
0.80
(14)*
(14)*
0.325
0.80
(14)*
(14)*
30030079160(F)
KroombitAustraliaG IKroombit Creek1303/9206/9210/9212/922625084110V(1)0.70(1)0.70(1)30030082107(F)
Burton GorgeAustraliaWIsaac2007/9209/9211/9212/92262856468V
1.00
(8)
(17)
0.80
1.00
(3)*
(17)
0.80(13)*300300850(-) -
Lower Molonglo Bypass StorageAustraliaPUnnamed creek102/9406/9408/9411/94321202227V(1)0.80(1)*0.80(1)*3003009664(F)
Loyalty Road flood retarding basinAustraliaFDarling Mills Creek 06/9512/9504/9608/96301112022V(7)0.80(7)0.80(7)300300800(S)
CadiangullongAustraliaWCadiangullong Creek411/9605/9712/9703/9843356114123V(3')0.75(1)*
(3')*
0.75(1)*3003009090(F)
Paradise (formerly Burnett River)AustraliaF IBurnett30011/0306/0409/0511/0550940400400V(8)0.64(3)*0.64(1)*310310630(-) -
MeanderAustraliaI WMeander4301/0601/0708/0712/07471808585V(4)0.70(10)0.70(10)300300700(-) -
North ParaAustraliaFNorth Para111/0606/0709/07- /07332065050V(3') (3')* (3')*30030060160(F)
WyaralongAustraliaWTeviot Brook109/0904/1012/1006/1148464173  (1) (1) (1)3003008585(F)
Enlarged CotterAustraliaWCotter7810/0908/1112/1208/1387350369400V(3')0.75(3')0.75(3')*300
400
300
400
75120(F)

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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: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Copperfield

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 09/84

End of Project: 09/84

Specifications

Height: 40 metres

Length: 340 metres

Volume of RCC: 140 m3x103

Total volume: 156 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.90Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Copperfield completed
Copperfield completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m3x103

Total volume: 24 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
  
Craigbourne completed
Craigbourne completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m3x103

Total volume: 9 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
  
Wright’s Retarding Basin completed
Wright’s Retarding Basin completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m3x103

Total volume: 135 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
New Victoria completed
New Victoria completed

Full Dam Information

Details

Country: Australia

Owner: -

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: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Isaac

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 07/92

Start of RCC: 07/92

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 285 metres

Volume of RCC: 64 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
1.00Unformed face of RCC
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
1.00Unformed face of RCC
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Burton Gorge completed
Burton Gorge completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
64Low-lime flyash (ASTM Class F)
  
Lower Molonglo Bypass Storage completed
Lower Molonglo Bypass Storage completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Darling Mills Creek

Reservoir capacity: -

Construction Dates

Start of Project: 06/95

Start of RCC: 06/95

End of RCC: 04/96

End of Project: 08/96

Specifications

Height: 30 metres

Length: 111 metres

Volume of RCC: 20 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.80RCC against precast concrete panels
Spillway
SlopeType
0.80RCC against precast concrete panels

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0Ground-granulated blast-furnace slag
  
Loyalty Road flood retarding basin completed
Loyalty Road flood retarding basin completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cadiangullong Creek

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 12/97

End of Project: 03/98

Specifications

Height: 43 metres

Length: 356 metres

Volume of RCC: 114 m3x103

Total volume: 123 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
90Low-lime flyash (ASTM Class F)
  
Cadiangullong completed
Cadiangullong completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.64RCC against formwork  [stepped face]
Spillway
SlopeType
0.64Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
310310

Cementitious material

Cement (kg/m3)
63
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Paradise (formerly Burnett River) completed
Paradise (formerly Burnett River) completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.70RCC against precast concrete blocks
Spillway
SlopeType
0.70RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Meander completed
Meander completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m3x103

Total volume: 50 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)
60
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
North Para completed
North Para completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cotter

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 12/12

End of Project: 08/13

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 369 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300
400400

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Enlarged Cotter completed
Enlarged Cotter completed

 

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