State Library of South Australia

Development of locks on the Murray River (volume 2) [B 71136/1-261] • Photograph

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/183

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/183

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/184

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/184

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/185

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/185

two types of mixer used - two bag mix

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/186

cement storage

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/186

cement storage

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/187

contractor's crushing plant

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/187

contractor's crushing plant

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/188

' ... and 'Mabel'

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/188

' ... and 'Mabel'

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/189

timber and metal stacks at landing water due to exceptional high tide

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/189

timber and metal stacks at landing water due to exceptional high tide

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/190

flooded borrow pit in Sampphire Flat and low grassland

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/190

flooded borrow pit in Sampphire Flat and low grassland

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/191

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/191

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/192

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/192

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/193

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/193

Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/194

Tod River water scheme - temporary installation

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/194

Tod River water scheme - temporary installation

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/195

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/195

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/196

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/196

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/197

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/197

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/198

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/198

Tod River water scheme - completed excavation and the tank floor during construction

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/199

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/199

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/200

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/200

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/201

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/201

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/202

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/202

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/203

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/203

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/204

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/204

Tod River water scheme - building the tank walls - average height of pour 3'6"

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/205

the final stages of the tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/205

the final stages of the tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/206

the final stages of the tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/206

the final stages of the tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/207

the final stages of the tank

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/207

the final stages of the tank

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/208

Tod River water scheme - the contractor's crushing plant with gas producer

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/208

Tod River water scheme - the contractor's crushing plant with gas producer

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/209

Tod River water scheme - the contractor's crushing plant with gas producer

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/209

Tod River water scheme - the contractor's crushing plant with gas producer

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/210

Hume Weir, River Murray, 1932

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/210

Hume Weir, River Murray, 1932

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/211

Hume Weir, River Murray, 1932

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/211

Hume Weir, River Murray, 1932

Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/212

Hume Weir, River Murray, 1932

Development of locks on the Murray River (volume 2) — Development of locks on the Murray River (volume 2)

Beaney, Harold L., c. 1932-1939, Photograph, B 71136/212

Hume Weir, River Murray, 1932

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Summary

One of a set of three photograph albums (B 71135 - B 71137) featuring photographs of the construction at Mundoo Barrage, Boundary Creek, Ewe Island, Tauwitchere barrage, Mount Wudinna, Hume Weir, and Tod River water scheme - Warramboo. Title on spine 'Goolwa 2 - ...Tod'. A number of the photos have over-arching descriptions including: 9-15. Goolwa barrage - batter pile frame; 16-17. Goolwa barrage - pile driving; 24-27. Goolwa barrage - sundry pile driving; 33-35. Mundoo barrage; 108-115 & 118-159. Tauwitchere barrage; 165-175. Tauwitchere lock chamber; 194-209 & 223-261. Tod River water scheme, Warramboo. See 'contents' for details of items where the captions/descriptions are as provided by the photographer.

Restrictions

This collection has no known copyright restrictions.

Please refer to the State Library's Conditions of use.

Learn more about copyright and our collection.

Physical description

Photograph album; 21.5 cm x 27.6 cm x 3 cm

Dates / Publication details

Approximately 1932-1939

Photographer

Beaney, Harold L

Collection

Part of Album Collection

Subject

Barrages -- South Australia -- Murray River Estuary -- Design and construction
Pipelines -- South Australia -- Tod River
Mundoo Barrage
Tauwitchere Barrage
Mount Wudinna (S.A.)
Ewe Island (S.A.)
Hume Weir (N.S.W. and Vic.)

Catalogue record

Return to catalogue

Formatted content

B 71136/1: Panorama looking east across Mundoo Island
B 71136/2: looking across Mundoo Barrage to Murray mouth
B 71136/3: the mouth of the River Murray looking north east
B 71136/4: looking east past the Murray mouth
B 71136/5: Mundoo barrage 1936
B 71136/6: Goolwa barrage 1936
B 71136/7: Murray mouth
B 71136/8: The Coorong
B 71136/9: assembling
B 71136/10: bottom carriage
B 71136/11: pass piles
B 71136/12: a worm's eye view
B 71136/13: sluices piles
B 71136/14: frame and travelling derrick
B 71136/15: prototype S.A.H.B.
B 71136/16: Larrsen piles
B 71136/17: round piles - sluices
B 71136/18: driving batter piles in abutment with swinging leads
B 71136/19: driving batter piles in abutment with swinging leads
B 71136/20: driving batter piles in abutment with swinging leads
B 71136/21: driving batter piles in abutment with swinging leads
B 71136/22: driving batter piles in abutment with swinging leads
B 71136/23: driving Larrsen piles with suspended hammer
B 71136/24: driving Larrsen piles
B 71136/25: driving Larrsen piles
B 71136/26: driving 10 in. x 5 in. x 10 ft. jarrah sheeting - abutment
B 71136/27: driving 8 in. x 3 in. x 10 ft jarrah sheeting by air - lock
B 71136/28: Goolwa barrage - sluices pile foundations
B 71136/29: Goolwa barrage - sluices pile foundations
B 71136/30: Goolwa barrage - sluices pile foundations
B 71136/31: Goolwa barrage - sluices pile foundations
B 71136/32: Goolwa barrage - sluices pile foundations
B 71136/33: laying track over sanding core
B 71136/34: spreading metal
B 71136/35: tipping rake of fill
B 71136/36: Mundoo barrage embankment
B 71136/37: Mundoo barrage embankment
B 71136/38: Mundoo barrage embankment
B 71136/39: Mundoo barrage - foundations and travelling derrick embankment
B 71136/40: Mundoo barrage - foundations and travelling derrick embankment
B 71136/41: Mundoo barrage - foundations and travelling derrick embankment
B 71136/42: Mundoo barrage - foundations and travelling derrick embankment
B 71136/43: Mundoo barrage - travelling derrick with 80 ft. boom
B 71136/44: Mundoo barrage - centre trench
B 71136/45: Mundoo barrage - drainage sump
B 71136/46: Mundoo barrage - foundation showing cut off walls and abutment slab
B 71136/47: Mundoo barrage - foundation showing cut off walls and abutment slab
B 71136/48: Mundoo barrage - piers and abutment under consruction
B 71136/49: Mundoo barrage - piers and abutment under consruction
B 71136/50: Mundoo barrage - abutment and piers
B 71136/51: Mundoo barrage - abutment and piers
B 71136/52: Mundoo barrage - before and after removing the cofferdam
B 71136/53: Mundoo barrage - before and after removing the cofferdam
B 71136/54: Mundoo barrage - cofferdam
B 71136/55: Mundoo barrage - cofferdam
B 71136/56: Mundoo barrage - base slab reinforcements and completed piers
B 71136/57: Mundoo barrage - base slab reinforcements and completed piers
B 71136/58: Boundary Creek - foundation and base slab
B 71136/59: Boundary Creek - foundation and base slab
B 71136/60: Boundary Creek - foundation and base slab
B 71136/61: Boundary Creek - foundation and base slab
B 71136/62: Boundary Creek - completed piers - flood discharge
B 71136/63: Boundary Creek - completed piers - flood discharge
B 71136/64: Boundary Creek - completed piers - flood discharge
B 71136/65: Boundary Creek - completed piers - flood discharge
B 71136/66: Ewe Island - abutment excavation
B 71136/67: Ewe Island - abutment excavation
B 71136/68: Ewe Island -metal bins in cofferdam
B 71136/69: Ewe Island - sluices pier form
B 71136/70: Ewe Island - upstream end of pier
B 71136/71: Ewe Island - abutment
B 71136/72: Ewe Island - abutment and bank paving
B 71136/73: Ewe Island - piers from downstream side
B 71136/74: Ewe Island - hessian covers for curing
B 71136/75: Ewe Island - upstream side of sluices
B 71136/76: Ewe Island - piers
B 71136/77: Ewe Island - decking
B 71136/78: Ewe Island - after flooding
B 71136/79: Ewe Island - before flooding
B 71136/80: Mundoo barrage
B 71136/81: Mundoo barrage
B 71136/82: Mundoo barrage
B 71136/83: shore before protection
B 71136/84: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/85: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/86: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/87: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/88: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/89: Tauwitchere Island - six views of construction of protection works and roadway across island
B 71136/90: Tauwitchere Island - protection
B 71136/91: Tauwitchere Island - protection
B 71136/92: Tauwitchere Island - protection
B 71136/93: Ewe Island - sealing foundations after Easter flood 1938
B 71136/94: Tauwitchere barrage - cofferdam looking toward Pelican Point
B 71136/95: Tauwitchere barrage - P.S. Murrabit in approach channel pumping water into storage tanks on shore
B 71136/96: Tauwitchere barrage - constructing earth cofferdam bank on sand bag core
B 71136/97: Tauwitchere barrage - constructing earth cofferdam bank on sand bag core
B 71136/98: Tauwitchere barrage - constructing earth cofferdam bank on sand bag core
B 71136/99: Tauwitchere barrage - views of cofferdam cell 1000' x 200'
B 71136/100: Tauwitchere barrage - views of cofferdam cell 1000' x 200'
B 71136/101: Tauwitchere barrage - views of cofferdam cell 1000' x 200'
B 71136/102: Tauwitchere barrage - views of cofferdam cell 1000' x 200'
B 71136/103: Tauwitchere barrage - cutting bank between cofferdam cells
B 71136/104: Tauwitchere barrage - cutting bank between cofferdam cells; 105-106 - building new end bank to shorten cofferdam and to rail connection from completed structure
B 71136/107: rail system at eastern abutment
B 71136/108: removal of spoil from cofferdam bank
B 71136/109: 3-4 H.P. diesel pump unit elevated to facilitate salvage in case of breach during the removal of cofferdam fill
B 71136/110: three views of cofferdam after break during removal
B 71136/111: three views of cofferdam after break during removal
B 71136/112: three views of cofferdam after break during removal
B 71136/113: main embankment - side slope 1 on 4, top width 17 ft, protection on slope - 2 in. limestone 6 in., 10 in. limestone 1 ft.
B 71136/114: Tauwitchere barrage - forming batter on embankment
B 71136/115: Tauwitchere barrage - spreading spoil to clear tracks
B 71136/116: dumping earth core to bank from floating bridgeway - this supersedes the use of a sand bag core
B 71136/117: dumping earth core to bank from floating bridgeway - this supersedes the use of a sand bag core
B 71136/118: Tauwitchere barrage - moving forward barge and leads
B 71136/119: Tauwitchere barrage - portion of bank behind west abutment as built within the cofferdam
B 71136/120: Tauwitchere barrage - looking along bank toward bank built out from Tauwitchere Island
B 71136/121: Tauwitchere barrage - levelling rock foundation with pneumatic drill and removal of spoil
B 71136/122: Tauwitchere barrage - salvage of cofferdam protection
B 71136/123: Tauwitchere barrage - trimmed rock foundation showing longitudinal trenches for concrete cut-off walls and cross trench for drainage
B 71136/124: Tauwitchere barrage - excavation of foundation lock chamber
B 71136/125: Tauwitchere barrage - excavation of foundation lock chamber
B 71136/126: Tauwitchere barrage - excavation of foundation lock chamber
B 71136/127: Tauwitchere barrage - concreting base slab apron - barrow carries 1/9 cubic yard
B 71136/128: Tauwitchere barrage - an impression of wet weather concreting
B 71136/129: Tauwitchere barrage - concrete in piers - compaction by internal type pneumatic vibrator
B 71136/130: Tauwitchere barrage - two views of reinforcement of apron slab
B 71136/131: Tauwitchere barrage - two views of reinforcement of apron slab
B 71136/132: Tauwitchere barrage - base slab and apron reinforcement
B 71136/133: Tauwitchere barrage - stripping transverse face of slab on third day
B 71136/134: Tauwitchere barrage - island monolith of base slab - sill height 18 inches, sill level is constant for full length of barrage - 322 openings of 12 ft. 9 in. - sill height varies from 24 inches to zero
B 71136/135: Tauwitchere barrage - setting of template for bolts to hold pier forms at different slab level
B 71136/136: Tauwitchere barrage - setting of template for bolts to hold pier forms at different slab level
B 71136/137: Tauwitchere barrage - inside face of steel form showing detachable strip for forming radial groove for Taintor gate
B 71136/138: Tauwitchere barrage - setting up steel pier form
B 71136/139: Tauwitchere barrage - portion of pier showing setting bars for hinge pins
B 71136/140: Tauwitchere barrage - partly stripped pier
B 71136/141: Tauwitchere barrage - grouting in hinge pins
B 71136/142: Tauwitchere barrage - downstream end of pier
B 71136/143: Tauwitchere barrage - crane girder
B 71136/144: Tauwitchere barrage - general view of construction
B 71136/145: Tauwitchere barrage - hand crane used for placing decking
B 71136/146: Tauwitchere barrage - piers
B 71136/147: Tauwitchere barrage - piers and decking
B 71136/148: Tauwitchere barrage - bridgehead
B 71136/149: Tauwitchere barrage - placing decking
B 71136/150: Tauwitchere barrage - decking
B 71136/151: Tauwitchere barrage - stone abutment at east abutment
B 71136/152: Tauwitchere barrage - rake of trucks moving across structure
B 71136/153: Tauwitchere barrage - looking west after flooding of first section June 1939
B 71136/154: Tauwitchere barrage - experimental type of gate
B 71136/155: Tauwitchere barrage - adopted type of Taintor gate
B 71136/156: Tauwitchere barrage - placing gate with temporary gantry
B 71136/157: Tauwitchere barrage - gates in open position
B 71136/158: Tauwitchere barrage - gates up and down
B 71136/159: Tauwitchere barrage - gates up and down
B 71136/160: placing gates at Ewe Island
B 71136/161: Tauwitchere - handling gates onto structure with derrick boat
B 71136/162: Tauwitchere - handling gates onto structure with derrick boat
B 71136/163: deterioration of dipped tar coat in sun - June & July
B 71136/164: deterioration of dipped tar coat in sun - June & July
B 71136/165: Tauwitchere lock chamber - placing base slab
B 71136/166: Tauwitchere lock chamber - placing base slab
B 71136/167: Tauwitchere lock chamber - placing base slab
B 71136/168: Tauwitchere lock chamber - views of concreting and formwork
B 71136/169: Tauwitchere lock chamber - views of concreting and formwork
B 71136/170: Tauwitchere lock chamber - views of concreting and formwork
B 71136/171: Tauwitchere lock chamber - views of concreting and formwork
B 71136/172: Tauwitchere - more views of lock chamber
B 71136/173: Tauwitchere - more views of lock chamber
B 71136/174: Tauwitchere - more views of lock chamber
B 71136/175: Tauwitchere - more views of lock chamber
B 71136/176: Tauwitchere lock chamber - cleaning reinforcing steel - approx. concrete proportions: 1.0 cement / 1.0 quartzite sand / 0.7 Inman River sand / 0.2 Marks Point sand / 3.4 quartzite - 1/4" to 3/4" / W/C ration 0.6
B 71136/177: sand bagged rail track and stack of Marks Point sand
B 71136/178: metal stack
B 71136/179: loading quartzite sand into trucks
B 71136/180: trucks of guaged material ready for mixer-cement under canvas cover
B 71136/181: two types of mixer used - two bag mix
B 71136/182: two types of mixer used - two bag mix
B 71136/183: two types of mixer used - two bag mix
B 71136/184: two types of mixer used - two bag mix
B 71136/185: two types of mixer used - two bag mix
B 71136/186: cement storage
B 71136/187: contractor's crushing plant
B 71136/188: ' ... and 'Mabel'
B 71136/189: timber and metal stacks at landing water due to exceptional high tide
B 71136/190: flooded borrow pit in Sampphire Flat and low grassland
B 71136/191: Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank
B 71136/192: Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank
B 71136/193: Mount Wudinna rain water catchment. Part of granite outcrop and the concrete and masonry walls and drains that lead to the storage tank
B 71136/194: Tod River water scheme - temporary installation
B 71136/195: Tod River water scheme - completed excavation and the tank floor during construction
B 71136/196: Tod River water scheme - completed excavation and the tank floor during construction
B 71136/197: Tod River water scheme - completed excavation and the tank floor during construction
B 71136/198: Tod River water scheme - completed excavation and the tank floor during construction
B 71136/199: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/200: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/201: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/202: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/203: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/204: Tod River water scheme - building the tank walls - average height of pour 3'6"
B 71136/205: the final stages of the tank
B 71136/206: the final stages of the tank
B 71136/207: the final stages of the tank
B 71136/208: Tod River water scheme - the contractor's crushing plant with gas producer
B 71136/209: Tod River water scheme - the contractor's crushing plant with gas producer
B 71136/210: Hume Weir, River Murray, 1932
B 71136/211: Hume Weir, River Murray, 1932
B 71136/212: Hume Weir, River Murray, 1932
B 71136/213: Hume Weir, River Murray, 1932
B 71136/214: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/215: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/216: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/217: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/218: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/219: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/220: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/221: Whyalla and Iron Knob - Institution of Engineers' excursion, Dec. 1939
B 71136/223: reconditioned main continuously welded and carried on concrete chairs alongside an uncovered length of the original main
B 71136/224: a geyser from a weak spot in the old main
B 71136/225: cutting the collars and removing the pipes
B 71136/226: cutting the collars and removing the pipes
B 71136/227: three pipe set leading in gullet
B 71136/228: concreting chairs from a mobile trailer unit
B 71136/229: old main lifted to clear thrust block and reconditioned main in gullet
B 71136/230: lifting the main
B 71136/231: a section of the completed main
B 71136/232: acetylene generator on transport
B 71136/233: a section of the completed main
B 71136/234: camp site
B 71136/235: moving pipes forward and cleaning them externally with small pneumatic hammers and internally with revolving scrapers
B 71136/236: moving pipes forward and cleaning them externally with small pneumatic hammers and internally with revolving scrapers
B 71136/237: moving pipes forward and cleaning them externally with small pneumatic hammers and internally with revolving scrapers
B 71136/238: moving pipes forward and cleaning them externally with small pneumatic hammers and internally with revolving scrapers
B 71136/239: repairs to pipes and showing tractor-generator sets used
B 71136/240: repairs to pipes and showing tractor-generator sets used
B 71136/241: pipe is concrete lined in three sections. Each section is lined by placing mortar the pipe and it is shaped by drawing a segmental sliding mould through the pipe
B 71136/242: pipe is concrete lined in three sections. Each section is lined by placing mortar the pipe and it is shaped by drawing a segmental sliding mould through the pipe
B 71136/243: stop valve showing fins to hold pipe in valve anchor block
B 71136/244: stop valve showing fins to hold pipe in valve anchor block
B 71136/245: stop valve showing fins to hold pipe in valve anchor block
B 71136/246: stop valve showing fins to hold pipe in valve anchor block
B 71136/247: stop valve showing fins to hold pipe in valve anchor block
B 71136/248: welding three pipes into set by semi automatic process
B 71136/249: laying three pipe set
B 71136/250: assembling bend prior to laying in gullet
B 71136/251: pipe rollers
B 71136/252: change of alignment and change of grade thrust blocks
B 71136/253: change of alignment and change of grade thrust blocks
B 71136/254: change of alignment and change of grade thrust blocks
B 71136/255: 24 inch outlet main Tod reservoir
B 71136/256: occupation crossing
B 71136/257: large change of grade
B 71136/258: large change of grade
B 71136/259: ground stop valve anchors
B 71136/260: Tod River spillway crossing
B 71136/261: ground stop valve anchors.

Historical information

Harold Beaney (1909-2004) joined the Engineering and Water Supply (E&WS) Department as a young engineering graduate, rising to become engineering chief by the time of his retirement. During his career he oversaw the construction of the Goolwa barrage and the Morgan-Wyalla pipeline, among others. The albums reflect his interest in photography.

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