Copied by Ken Hall from an early postcard. This is Surrey Hills Reservoir No 1 on the corner of Tower Street built in c1892 at a cost of £12,000 to supply higher sections of the area. The builders were Jack and Bob Laudehr, partners in a wood yard in St. Kilda (Vic). They began by delivering firewood but extended to contract work involving timber. Another of their projects was to lay cable tram tracks commencing in Acland Street St. Kilda and running along The Esplanade. The reservoir in Canterbury Road was a large concrete structure built before the introduction of reinforcements. The excavated material was banked against the sides and pine trees were planted in it to add strength to the embankment. They were paid £2,000 for their work. Construction of Surrey Hills Number 2 Reservoir was completed in 1913 and the accompanying tower was built in 1929. It is assumed that the Miss Hill as the source of the donation (via Bill Dempsey) was Ivy Annie Hill (1902-1984). She was the only female child of William Valentine Dempsey to not marry. Bill Dempsey's mother was Laura Constance 'Birdie' Hill (1900-1968) who married Albert Dempsey.A sepia photograph within a post card of a reservoir on Canterbury Road, Surrey Hills. In the background to the left you can see the top halves of two houses and the tops of some trees. The photo takes up only the central section of the postcard.Below the photo on the front of the postcard on blue biro "Reservor [sic] Canterbury Rd / Surrey Hills." On the rear in grey lead pencil in Jocelyn Hall's handwriting: "Donor W Dempsey ------------- Keep / (nephew) / [arrow pointing down] / From Miss Hill / 10 Pembroke St SH / This house can be / seen in front of / No 12 which has / tower"1890, water supply, mmbw, edward d dyer (mr), 10 pembroke street, 12 pembroke street, surrey hills, ivy annie hill (miss), william valentine hill (mr), canterbury road, tower street, water supply structures and establishments, dams and reservoirs, jack laudehr (mr), bob laudehr (mr)

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.1. Locality Plan and Plan of Dam. The dam is about ten miles by road upstream from Albury and about three-quarters of a mile below the confluence of the Mitta Mitta River and the Murray River. Its main features consist of a concrete portion across the bed of the river with earth embankment at both ends. The foundations throughout are on hard granite, found at an average depth of about 40 feet below the surface, the centre line being located to take advantage of the most favourable rock levels.Heading on page "WORKS UNDER RIVER MURRAY WATERS AGREEMENT/HUME RESERVOIR" Beneath top diagram "FIG. 1. ELEVATION" Beneath second diagram "FIG. 2. PLAN" On map "LOCALITY PLAN"hume reservoir australia, river murray waters scheme, hume weir diagrams, hume weir location

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

non-fictionIn December 1996 the Murray-Darling Basin Ministerial Council agreed that the way in which Hume and Dartmouth Dams are operated should be reviewed. This options paper is the result of the review to November 1998. It describes the issues that have been identified as needing attention, the way in which the panel has gone about its task, the tensions that arise because of competing objectives for managing the regulated Murray, and possible improvements and changes to the balance between competing objectives. This paper was submitted to the interested stakeholders and the public for feedback.hume reservoir, dartmouth dam, murray-darling basin, water management

non-fictionDuring 1997 and 1998, the Hume and Dartmouth Dams Operations Review Reference Panel has undertaken a broadly based review of the way in which these two major water storages were operated. The Panel’s terms of reference were essentially to consider how the operating rules might be amended to better address the competing objectives of water supply, environmental enhancement and flood mitigation. This report includes summaries of feedback considered by the reference panel as well as its final recommendations.hume reservoir nsw, dartmouth dam victoria, water management