Black and white photo showing a group of people on the spillway of Belgrave Reservoir (at the time in the Belgrave Autocamp which is now called Belgrave Lake Park). The photo is taken from a person in a boat, the prow of which is visible at the bottom of the image. Three older boys are crouched to the left of the image. All are wearing shorts, shirts, and shoes with long socks, and two have pullovers. In the middle of the photo is a man with three children. The man is crouching. The children are in a huddle. To the right of the image are two adults standing on the spillway. The person on the right is male but the other's gender is uncertain. Between them and the children is what looks like a large portable radio. Behind the group is a heavily treed area which includes three or more white-trunked trees close to the spillway. In the distance is a white house with a verandah running across the front. This house belonged to Laura (surname unknown) before WW2. The house appears to be (now) 30 Judkins Ave.The photo has a white border and on the back is printed '1627'. It probably dates to the 1940s and is part of a collection of family photos donated by Pam Harris, Shire of Sherbrooke President, 1982-3 & 1987-1988.

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.6 Diagrams showing the details of the Hume Reservoir structure. On the left from the top of the page to bottom are:- ELEVATION LOOKING UPSTREAM, PLAN aTYPICAL SECTION OF EARTHEN EMBANKMENT. ' On the right from top to bottom are:- SECTIONAL - ELEVATION OF SPILLWAY & TAIL WATER ENERGY DISSIPATOR, SECTION THROUGH REGULATING OUTLETS and SECTION THROUGH TURBINE OUTLETS.hume reservoir australia, river murray waters scheme, hume weir diagrams, hume plan details

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

Work commenced at Rocky Valley Dam site in early 1947 and proceeded until May. Resumed work in October after the winter and a camp for the accommodation of workmen was commenced at this time. Work continued in 1948 with the establishment of work facilities, including the erection of two large excavators. At the dam site the river was diverted through a temporary pipeline. Work proceeded in the summer months with the placing of concrete in the foundations and earth and rock fill for the construction of the wall. Rocky Valley and associated spillway and outlet works were completed in March, 1959. A very good representation of the type of machinery available in the 1940's used for excavation of the dam and the construction of the dam wall.Black and white photograph of Rocky Valley Dam wall under construction. There are at least three cranes plus workmen in the photo. This is taken from the Heathey's Spur side of the dam wall looking back toward Sun Valley.Hand written on back of photograph "Rocky Valley Dam Wall Excavation" in blue ink.rocky valley, dam, wall, machinery

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. 18. Stilling pool opposite outlet section of dam. New South Wales. December 1925 A stilling pool is a structure at the downstream side of a dam, designed to take away some of the energy from overtopping water flowing down the spillway, to reduce the risk of erosion of the ground near the dam and the dam itself.hume reservoir australia, river murray waters scheme, hume reservoir construction

The book is an abbreviated history of the Kiewa Hydro Electric Scheme.This book summarises the stages of the Kiewa Hydro Electric Scheme from its conception in 1911 through to 1961. The newspaper cutting gives additional information about Rocky Valley Dam.Yellow cardboard book with front cover of black writing and sketch of power lines and spillway in the mountains. 2 staples are covered along the spine with tape. There are 22 pages. 2 copies Inside one copy there is a newspaper cutting entitled "Main Dam in Kiewa Scheme Finished" and later published pages of 1. Floras of Bogong 2. Geology of Kiewa Area 3. Fauna and 4. 'Brief history of the Kiewa Scheme. An abbreviated History of the SchemeOn the newspaper cutting hand written "Burnett 1959 Later than May."kiewa hydro electric scheme. mt beauty. dederang. bogong. mckay creek power station. west kiewa power station. clover power station. secv. rocky valley dam. flora. fauna. geology.

Although the Kiewa Hydro-Electric Scheme was first proposed in 1911, construction did not commence until 1938. As part of the push to cut electricity costs and diversify supply, the Victorian Government (circa 1930) initiated the conversion from primarily brown coal supply to hydro – electricity. Field investigations during the 1940’s resulted in a new proposal for a scheme that had more than double the capacity of the 1938 scheme. The Kiewa Hydroelectric Scheme became the largest scheme of its kind in the State Of Victoria and the second largest scheme in Australia. The number of personnel involved in the planning and construction of the scheme increased dramatically. During the late 1940’s, most activity centred around the construction of the West Kiewa Power Station, Rocky Valley Reservoir, McKay Creek Power Station and the Bogong Creek Aqueduct.A common thread across all the larger hydro scheme constructions was the need for workers, both qualified and unqualified who came from around the world seeking a new life for themselves and their families. New accommodation and facilities were required for the army of workers engaged in construction in often remote and wild areas. The SEC had a high demand for timber, and set up the first of a number of sawmills at Bogong Creek in 1939 and set up the first hardwood logging in the headwaters of the Kiewa River. These new ‘towns’ such as Mt Beauty and Bogong, survived, serving the needs of operational personnel and their families, and expanding with growth of new industries. Mount Beauty, and to a lesser extent Bogong, are among these places. Large A3 size spiral bound display folder containing 21 pages of photocopied black and white photographs of various aspects of the early days of the Kiewa Valley Hydro-electric scheme including equipment, various work sites and photographs of workers and their families. 1-Allis Chalmers Tractor School 2- Gardens outside Administrative Office – Mt Beauty 3- Mt Beauty house – 1950 4-Bridge over Pretty Valley River, Bogong 5-Rocky Valley Spillway Tunnel break through 6-Ni 1 Headrace Tunnel drilling face 7-No 4 Power Station Drilling 8-Clover Dam Flood Waters 9-No1 Head Race Tunnel Portal Building 10-Clover Dam 1-STATE ELECTRICITY COMMISSION OF VICTORIA Date: 5.9.49 Time: 10amm No K5174 Kiewa Hydro Electric Works Allis Chalmers Tractor School Page number 19 2-STATE ELECTRICITY COMMISSION OF VICTORIA Date: 22.2.50 Time: 3.30pm No K5601 Kiewa Hydro Electric Works Gardens outside Administrative Office – Mt Beauty Page number 20 3-Mt Beauty house – 1950 Page number 21 4-STATE ELECTRICITY COMMISSION OF VICTORIA Date: 23.10.50 Time: 11.15am No K6331 Kiewa Hydro Electric Works Bogong-Bridge over Pretty Valley River Page number 22 5-STATE ELECTRICITY COMMISSION OF VICTORIA Date: 23.6.50 Time: 2.30pm No K5844 Kiewa Hydro Electric Works ROCKY VALLEY SPILLWAY TUNNEL BREAK THROUGH Page number 23 6-20/3/52 – No. 1 Headrace Tunnel Drilling face (E.E.E. contract) Page number 24 7-6/6/52 – No 4 Power Station – Drilling Page number 25 8-STATE ELECTRICITY COMMISSION OF VICTORIA Date: 6/6/52 Time: No K7113 Kiewa Hydro Electric Works Clover Dam Flood Waters Page number 26 9-STATE ELECTRICITY COMMISSION OF VICTORIA Date: Oct 1952 Time: No K7239 Kiewa Hydro Electric Works No. 1 HEAD RACE TUNNEL PORTAL BUILDING. Handwritten underneath – This information from Ron White-the later Principal Hydro Engineer of the SEC. Oct 1952 Location incorrect? All work on No 1 had ceased after financial crash of 1951. This photo would refer to No 4 Headrace Tunnel? Page number 27 10-STATE ELECTRICITY COMMISSION OF VICTORIA Date: Jan 1953 Time: No K7307 Kiewa Hydro Electric Works CLOVER DAM Page number 28 secv; kiewa hydro electric scheme; bogong; mt beauty; construction area

The SECV constructed the Kiewa Hydro Electric SchemePhotos showing the development and history of the Kiewa Hydro Electric Scheme2 copies of 8 small b & w photos. All with titles including "Kiewa Hydro Electric Project". They are in an envelope titled "Valentine's / Snapshots / Eight Real Photographs / Kiewa Valley / Published by /The Valentine Publishing Co. Pty. Ltd / Melbourne and Sydney 1. Kiewa Valley Panorama 2.The East Kiewa River 3. Road to Bogong High Plains 4. Mt Beauty Village 5. Snowfall Bogong Village 6. Bogong Village 7. Junction Dam Spillway, Lake Guy Bogong 8. No 3 Power Station mt beauty, bogong village, bogong high plains, junction dam, power station

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.2. Detail Plan and Section. Starting from the New South Wales and there will be an earthen embankment 430 feet 6 inches long which is retained by the North Wing Wall. Then come the sluice section 284 feet 3 inches long, the spillway 720 feet long and the South Wing Wall, making a total length of 1,042 feet 6 inches of concrete wall. Beyond the South Wing Wall is earth embankment again to a length of 3,827 feet. The Full Supply Level is R.L.626.00 and allowance has been made for a surcharge of 9 feet. A road will run along the top of the dam at R.L.642.00. The sluice section contains seven offlets, the three nearest the north wing wall being 13 feet in diameter for hydro-electric purposes and the other four 9 feet in diameter for regulation purposes only. There are to be stony sluice gates on the upstream ends of the outlets and needle valves on the downstream ends. The shock of the discharged water will be taken by a stilling pool. Trash racks will protect the intake ends of the outlets. Next comes the spillway section, which is curved on the downstream face, and carried up to within 15 feet of the full supply level. Above that will be a series of piers between which will be the flood gates and on top of which the roadway will be carried. The gates will be 20 feet wide and 15 feet high and will be 29 in number. They will slide down the face of the wall when opened for the escape of the water. The investigation of the control of this cascade of water was made by means of a model and as a result the form of “bucket” or energy dissipater shown on the section of the spillway was decided upon. The earth embankment in Victoria is being constructed by the State Rivers and Water Supply Commission of Victoria who are the Constructing Authority for that State under the River Murray Waters Agreement. The core of the embankment is of concrete 6 feet wide at the base tapering to 2 feet at the top end and is reinforced with steel rods from the level of the decomposed rock upwards. On the downstream side, at about natural surface level, is a tunnel for drainage and inspection purposes. Above the tunnel is a vertical layer of large stones to drain any seepage to the tunnel. Against the core wall is packed selected material of as impervious a character as can be got locally and beyond that the bank is carefully built up in horizontal layers by means of horses and wheel scoops. The upstream slope is 3-to-1 hardening to 2½-to-1 at the top and the downstream slope is 2½-to-1 hardening to 2.07-to-1 at the top. The thrust of the upstream toe is taken by a mass of granite blocks, and this face is protected by concrete laid in situ. The width of the bank at base is 650 feet and at top 32 feet.hume reservoir australia, river murray waters scheme, hume weir diagrams, hume plan details

Blue hard covered books. .2) Volume III Irrrigation Structures and Distrubution Systemirrigation, water canals, tunnels, flumes, pipes, concrete pipes, wrought iron and steel pipes, wooden pipes, california, diversion works, weirs, spillways, canals, check gates, railroad crossing, america, united states of america, university of california, yellowstone river, colorado, arizona, windlass hoist, twin falls, idaho, arkansas valley, truckee-carson, salmon river, umatilla, cippoletti weir box

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

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

E548 N13 Part of a 51-photo record of the development of the "Kubis" Estate, Ringwood North, including road works to Debbie Place, Kubis Drive, Werac Drive, Manuelo Drive, Iluka Place and Glenvale Road. From the Jack Lundy Clarke collection.

E548 N17 Part of a 51-photo record of the development of the "Kubis" Estate, Ringwood North, including road works to Debbie Place, Kubis Drive, Werac Drive, Manuelo Drive, Iluka Place and Glenvale Road. From the Jack Lundy Clarke collection.

E548 N3 Part of a 51-photo record of the development of the "Kubis" Estate, Ringwood North, including road works to Debbie Place, Kubis Drive, Werac Drive, Manuelo Drive, Iluka Place and Glenvale Road. From the Jack Lundy Clarke collection.

In 1940 Field Headquarters for the Kiewa Scheme were established at Bogong with office, workshop facilities and accommodation for workmen, staff and some families constructed. (There had been a 'tent camp' on this site in 1939 but was destroyed by bushfires) Construction of accommodation continued until 1947. A total of 40 houses plus a hostel for single staff, post office, police station, medical centre and primary school all with water and sewerage and electricity supply. The staff hostel was known as Kiewa House and is now occupied by the Education Department. Lake Guy was named after Mr. L.T. Guy who was the Resident Engineer in charge of construction work and associated activities on the Kiewa area. He held this position from 1939 to November 1946 when he was transferred to Head Office.This photograph is an excellent historical record of Bogong Village in about 1945. It shows the layout of the town in the fairly steep terrain, the workmen's camp between the houses and the lake foreshore, the Commissioner's Lodge on the hill behind the Village, the walkway through the dam wall can be seen to the left of the spillway, the dam is on spill and note damage to the large trees is still evident from the 1939 bush fires. The Commissioner's Lodge was lost in the 2003 fires and the camp buildings were in service until 1962, when they were removed and the site converted into a public picnic area with lawns and gardens.A Black and white photograph"Lake Guy and Bogong" hand written on back of photograph.kiewa, accommodation, lake, dam, bogong

In December 1939 the excavation of the diversion tunnel at the site of Junction (Lake Guy) Dam was commenced and finished in February, 1940.This allowed the stream to be diverted to facilitate the dam wall construction. This is a 'slab and buttress' dam. It is framed with timber and concrete then poured into the structure. A contract was let to Lewis Construction Co. for the construction of the dam, and the first batch of concrete was placed in September, 1940. Industrial trouble caused some delays but there was also slow progress on the part of the contractor and the work was taken over by the S.E.C., terminating the contract. The dam was completed in March, 1944. The lake is named after Mr. L.T. Guy who was the Resident Engineer, in charge of construction work and associated activities on the Kiewa area, from 1939 until November 1946. An historical pictorial record taken for the State Electricity Commission of Junction Dam (Lake Guy) on spill. Mt. Arthur is in the background and there is still evidence of the destruction of trees from the 1939 bushfires. Black and white photograph of Lake Guy Dam . The dam is spilling and Mt. Arthur is in the background. Hand written on back of photograph in blue ink " Lake Guy Dam".dam, lake, water, mr. l.t.guy

Contains references to students of the time, also form photos and sporting teams9 x black and white printed magazines approx. 30 pages stapled at spine. Includes black and white photos Plus Year 12 A4 size with plastic cover and plastic ring binding (1989). All Roneo printed. (2 x 1984) and (2 x 1985)see photos of front pagesyarrawonga high school

Gives lists of students in their year groups, also teachers of the time. Headmaster Alph Smale 1973 to 1975 Headmistress Marjorie Mortimer 19764 Yarrawonga High School magazines 1973, 74,75,76. A4 size black and white printing and photos. Stapled at spines. Contain contributions from students and teachersSee photosyarrawonga high school, magazine