This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 21. Excavations for foundations inside coffer dam. New South Wales. January 1927. Cofferdams are temporary structures used where construction is being carried out in areas submerged in water. They are most commonly used to facilitate the construction or repair of dams, piers and bridges. To divert the river, a Coffer Dam was built across the old bed above and below the Dam site and tying into the end of the concrete wall built inside the levee bank. This completely surrounded the remainder of the site of the Dam and south wing wall, including an area of 12½ acres. hume reservoir australia, river murray waters scheme, hume reservoir construction, coffer dam

1864 photograph of the Coffer Dam in the River Yarra situated (approximately) opposite Whipstick Gully. Remains of bridge built in 1860(?) wrecked by 1863 flood in background. Reproduced page 29 of ‘Pioneers & Painters’ Gold was first discovered in this area at Andersons Creek (Warrandyte) in June 1851 by Louis Michel. Discoveries north of the Yarra did not occur until about 1854. Although it took some months for a true rush to develop it was not long before alluvial workings were being carried on in most of the Shire of Eltham. The last area in which gold was discovered was Kinglake. As the gold became harder to find, deep mining took over from alluvial diggings in the gullies. Perhaps the most extensive of the deep workings was the Diamond Creek Mine just outside the boundary of the Shire. This form of mining was continued into the 1930s. There are believed to be some mines in the area still capable of producing gold but present prices make working these uneconomical. Some gold is still found by weekend prospectors. Photo: Carl Walter 1831-1907 – inscribed on tent “C. Walter Photo” The State Library of Victoria holds over 150 photos by Carl Walter, most of which are portraits of Aboriginal natives including William Barak.This photo forms part of a collection of photographs gathered by the Shire of Eltham for their centenary project book,"Pioneers and Painters: 100 years of the Shire of Eltham" by Alan Marshall (1971). The collection of over 500 images is held in partnership between Eltham District Historical Society and Yarra Plenty Regional Library (Eltham Library) and is now formally known as 'The Shire of Eltham Pioneers Photograph Collection.' It is significant in being the first community sourced collection representing the places and people of the Shire's first one hundred years.Digital image 4 x 5 inch B&W Neg (2) Print 20 x 25 cmshire of eltham pioneers photograph collection, anderson's creek, coffer dam, floods, gold mining, other areas, pioneers and painters, warrandyte, warrandyte bridge, yarra river

Catalogue card reads, "Warrandyte flooded coffer dam"

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 19. Driving first row of piles for coffer dam across the river. New South Wales. December 1925. Cofferdams are temporary structures used where construction is being carried out in areas submerged in water. They are most commonly used to facilitate the construction or repair of dams, piers and bridges. To divert the river, a Coffer Dam was built across the old bed above and below the Dam site and tying into the end of the concrete wall built inside the levee bank. This completely surrounded the remainder of the site of the Dam and south wing wall, including an area of 12½ acres. hume reservoir australia, river murray waters scheme, hume reservoir construction

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 20. Section of completed coffer dam with river diverted over the concrete foundations of dam that were placed during the first stage of operations. New South Wales. January 1927. Cofferdams are temporary structures used where construction is being carried out in areas submerged in water. They are most commonly used to facilitate the construction or repair of dams, piers and bridges. To divert the river, a Coffer Dam was built across the old bed above and below the Dam site and tying into the end of the concrete wall built inside the levee bank. This completely surrounded the remainder of the site of the Dam and south wing wall, including an area of 12½ acres. hume reservoir australia, river murray waters scheme, hume reservoir construction

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 26. Work proceeding inside the coffer dam. This view was taken from the edge of the cut for the South Wing Wall foundations looking from the opposite direction to that of the preceding photograph, the curving downstream face of the main wall being seen beyond the steam navvy. This view shows the way in which the concrete paddocks are stepped and broken jointed vertically and horizontally. In the distance is the North Wing Wall and Power House stack beyond it. New South Wales, August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 25. Work proceeding inside the Coffer Dam. This shows the curving downstream face of the Spillway section taking shape, the bottom edge being the line of the contraction joint between the wall and the energy dissipater which has still to be built. Note the steam navvy at the end of the bit of curved work ready to take out the foundations for the energy dissipater. The tall concrete pillar is a portion of the work at the intersection of the main and south wing walls which was built in advance of the rest of the work to accommodate the tail tower of the cableway. The Tail Tower for the first stages of the work stood on the ground. Part of it is seen erected on the pillar while part of it is still in its original position. To command the concreting of the pillar end of the south wing wall a twin hoist tower of steel construction was erected at the end of the belt conveyor. This hoist is 160 feet high. The belt conveyor will at a later stage be raised for the concreting of the upper portion of the dam and the trestles are now being built up for that purpose. A drag line excavator with a 2 cubic yard capacity bucket is at work near the tail tower on the foundations for the south wing wall. New South Wales, August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

These 4 black and white photos are very clear and are of Bogong in the 1940s when the Kiewa Hydro electric Scheme was being constructed. Bogong was the first construction site. Bogong was a township and construction site for the Kiewa Hydro Electric Scheme built by the State Electricity Commission of Victoria. These photos in the early 1940s (during WW2) tell the story of fire, flood and living conditions with the inference of transport being horses in 1940 compared with its development in 1944.1. Tent camp at the 'Junction', Bogong 1940 2. Junction Dam September 1940: floodwaters over coffer dam 3. 'Reservoir' Camp with Bogong Stables in foreground, 1940 4. Junction Dam and Bogong village in August 1944 Each photo has string attached on the back with tape - for hangingSticker on the back of each photo: 'Framing/ Colour Magic / Shop 7, Lismore Central / Carrington Street, Lismore / Phone (02) 6621 3289'bogong township 1940, junction dam 1944, reservoir camp 1940, bogong stables 1940, tent camp at bogong

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 29. View from Top of Tail Tower Pillar - Concrete Dam. This was taken from the top of the Tower described in the preceding photograph looking towards New South Wales. (WHS 00722) First is the part of the spillway being built inside the Coffer Dam, then over the Coffer Dam the submerged portion of the Spillway and outlet sections for the river diversion, beyond that the situation for the hydro-electric turbo passages bounded by the North Wing Wall. The gap may be seen in wing wall for the passage of the belt conveyor and half of the concrete mixer house behind. This gives a general view of the New South Wales Township. The Quarry is on the side of the hill showing up beyond the Township. New South Wales, August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

In July, 1941 work commenced on the site of the power station with the building of a coffer dam and excavation for the power station building and machine foundations followed. Work proceeded, and the access bridge, transformer foundations and transfer track were completed in April, 1943 and the power station building in May, 1943. Installation of the machines was then proceeded with and No. 1 machine was run for the first time in June 1944. No. 2 machine was completed in April, 1944 and placed in service in May.A pictorial record for the State Electricity Commission of the first Power Station commissioned in the Kiewa Hydro Electric Scheme.Black and white photograph of the bridge and entrance to No. 3 Power Station (Clover Power Station).Handwritten on back of photograph in blue ink "No. 3 Power Station".clover, power station, machine, kiewa scheme

Stripping of the foundations commenced in 1948 and the first concrete in the dam was poured in May, 1949. With the suspension for the winter months of work on the High Plains, it was possible to increase the number of men, and work then proceeded at a steady pace for the remainder of the year. Some interruption was caused by a flood in September, which over topped the rockfill coffer dam. By the end of 1950 17,000 yards of material had been excavated from the foundations and 4,000 cubic yard of concrete placed. Work at Clover Dam was completed in 1953, but two bays were left open for flood emergency. The pondage was filled on the 16th August, 1954. A pictorial record of the placing of concrete foundations of Clover Dam and also shows the methods of construction used at this site in 1949.Black and white photograph taken during the construction of Clover Dam. Shows early stages of the concrete foundations, cranes and the railway line which was constructed to bring materials to the site. Handwritten in blue ink of back of photograph "Clover Dam Foundations"dam, foundations, concrete, construction

22 of a collection of 70 Black & White photographs taken during the construction of the second Phillip Island Bridge from San Remo to Newhaven by Country Roads Board and Shire of Bass. Contractor John Holland & Co. Pty. Ltd.14 Black & White photographs of the construction of the second Phillip Island Bridge in 1966 - 1969. 351-09: Pile driving on Newhaven abutment. 351-10 & 11: Concrete beams. 351-12: Pile driver. 351-13 & 14: Machinery. 351-15: Dismantled section of cylinder. 351-16 & 17: Coffer dam and pier construction. 351-18: Man up on scaffold. 351-19 & 20: Construction work. 351-21: Two workmen and man leaning on section of handrail exposed to weather. 352-22: View of construction work.Descriptions as above on some. Plus the following Numbering: 351-09: CRB NEG 67-274C. 351-10: CRB NEG 67-542. 351-11: CRB NEG 67-654F. 351-12: CRB NEG 66-605. 351-13: CRB NEG 66-601. 351-14: CRB NEG 68-752B. 351-15: CRB NEG 67-936. 351-16: CRB NEG 67-937A. 351-17: CRB NEG 67-937B. 351-18: CRB NEG 67-1156D. 351-19: CRB NEG 67-1156B. 351-20: CRB NEG 66-1026E. 351-21: CRB NEG 67-940. 351-22: CRB NEG 67-1218Bphillip island bridge construction, 2nd phillip island bridge construction, country roads board, shire of bass, sasha stark

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 12. View from the Victorian bank of the river showing in the foreground a levee bank along the New South Wales side of the river with connecting wings back to the higher ground, May 1923. The first stage in the construction of the Dam foundations was carried out inside the levee bank which was at a sufficient height to protect from floods the work going on inside. A length of 300 feet of the Dam was left at a low elevation to allow of the river flowing over it in the second stage of the operations and at the ends of the concrete was brought up above flood level. To divert the river, a Coffer Dam was built across the old bed above and below the Dam site and tying into the end of the concrete wall built inside the levee bank. This completely surrounded the remainder of the site of the Dam and south wing wall, including an area of 12½ acres.hume reservoir australia, river murray waters scheme, hume reservoir construction

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 22. General View of Works from New South Wales end, Looking Upstream. Features: At the left, part of the North Wing Wall, the highest part of which is 26 feet below its ultimate height. Below in the foreground is the portion of the dam where provision is to be made for hydro-electric generation. The tubes, three in number, 13 feet in diameter, will be laid on the level shown and an early start will be made in laying them. The level for the other four regulating outlets, 9 feet in diameter, together with a part of the spillway section of the dam, is underwater at this stage and it may be remarked that at one point, about half way across the channel where the water is now flowing, the concrete foundations are about 80 feet below the level of the water. The broken surface of the water is due to the large “plums” in the concrete. The still water in the right foreground is the stilling pool over the concrete floor of which there is now more than 20 feet of water and by means of which the discharge from the outlet pipes will be quelled. The trestlework on the upstream side of the dam carries the concrete belt conveyor. It extends from the concrete mixer house, which is out of the picture, behind the wing wall, along almost the entire length of the concrete portion of the dam. The concrete is discharged from the belt at any desired point by means of trippers, one of which may be seen over the second trestle. On the other side of the flowing water is the coffer dam. A channel 300 feet wide involving about 140,000 cubic yards of excavation and dug for the temporary diversion of the river as it is flowing now. To the right top of the view beyond the Coffer Dam is the earth embankment being thrown across the major part of the valley by the Victorian Constructing Authority. The Mitta Mitta River flows into the Murray at the far end of the reach of water on the left. August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 27. Preparing a Paddock for Concrete. Great care is taken in cleaning the surface of the concrete before placing the next layer. A hose applies a jet of water with a pressure of about 150 pounds to remove laitance and all dirt, which is swept off with brooms. (Laitance is the weak, milky or powdery layer of cement dust, lime and sand fines that appear on the surface of concrete. ) The square block of concrete in the foreground is poured at the same time as the concrete surrounding it and acts as a key for the next layer. Usually large granite “plums” or displacers weighing from 2 tons to 8 tons are used for this purpose and are placed in position by the cableway, but while the cableway is out of action the other method has been adopted. In this view may also be seen some of the timber piles and sheeting which form the inner side of the coffer dam. The outer side is formed of steel sheet piling. The space between the two lines of piles is 20 feet wide and is filled with earth after the steel and timber lines have been bound together by steel tie rods. New South Wales, August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

Nine photographs from the Country Roads Boards with Negative Numbers and description. Donated by L. J. HaywardNine photographs of the 2 car Punt and the 2 bridges between San Remo and Phillip Island. 310-01. Photograph of the two car punt operating in 1929 between San Remo and Newhaven. 310-02. Photograph of the Suspension Bridge between San Remo and Newhaven. 310-03. Photograph of the two bridges - old and new. 310-04. Photograph of the construction of the new bridge. 310-05 to 09. Photographs of the construction of the new bridge.310-01. CRB Neg No 68-1091 310-02. CRB Vic. Aust. Neg No. 61-864C 310.03. CRB Neg No. 69-1406 310-04. CRB Neg No. 67-3741 Phillip Island Bridge Sheet Pile Coffer Dam. 310-05. CRB Neg No. 68-461A. Phillip Island Bridge Portal Frame Piers on San Remo side. 310-06. CRB Neg No. 66-1012B Phillip island Bridge. The temporary steel bridge in October 1966. 310-07. CRB Neg No. 67-4019C Phillip Island Bridge. Anchor span beam 204 ft long. 310-08. CRB Neg No. 67-1826E. Phillip Island Bridge. Stressing an anchor span beam. 310-09. CRB Neg No. 67-1930F. Phillip Island Bridge. Placing the first beam on No. 3. span.suspension bridge, phillip island bridge, newhaven-san remo punt, l j hayward