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What is significant?
The Lower Stony Creek Dam Wall at the south end of the Lower Stony
Creek Reservoir including the two valve houses, one containing an
original outlet valve and a timber door. The Lower Stony Creek Dam Wall is the first mass concrete gravity dam
wall constructed in Victoria and Australia. It is the third such
structure of its type in the world, being constructed soon after Boyds
Corner (1872) in the United States and Pérolles in Switzerland (1872).
It was constructed between February 1873 and June 1874 as part of
Geelong's first water supply system, after the failure of the scheme's
first dam wall, an earthen structure at the Upper Stony Creek Dam five
kilometres upstream. Building a dam wall at Lower Stony Creek
presented challenges because the narrowness of the site made the cost
of traditional construction methods (earth with puddled clay core)
prohibitive. George Gordon, a Scottish engineer was responsible for
the design, and Edward Dobson, an English engineer, was responsible
for the construction. They pioneered the use of a new material -
Portland cement concrete - and used the innovative design principles
of Scottish civil engineer WJM Rankine. In 1874 the successful
construction of a gravity dam involving the use of about 4,000 cubic
metres of concrete, represented a significant technical advance. The
Lower Stony Creek Reservoir supplied water to the Geelong area for
more than 120 years. It was decommissioned in 2001, and subsequently
included in the Brisbane Ranges National Park under the management of
Parks Victoria. The Lower Stony Creek Dam Wall is located forty kilometres north of
Geelong near Steiglitz. It is a curved mass concrete gravity dam wall
sixteen metres high and sixty-eight metres long. Its inner face, that
presented to the water, is convex, and the outer face is concave. At
the base of the outer face at the centre of the dam, there are two
arched valve houses, with the east one still having its original
outlet valve and timber door. The dam wall is made from concrete
consisting of Portland cement, broken sandstone screenings and two
inch gravel rammed into cambered laminations, each layer being about
fifteen centimetres thick. Both faces of the dam wall are rendered
with Portland cement mortar. This site is part of the traditional land of the Watha Wurrung
people. Lower Stony Creek dam is of historical and
scientific significance to the State of Victoria. It satisfies the
following criterion for inclusion in the Victorian Heritage Register: Criterion A Importance to the course, or pattern, of Victoria's cultural history Criterion B Possession of uncommon, rare or endangered aspects of Victoria's
cultural history. Criterion F Importance in demonstrating a high degree of creative or technical
achievement at a particular period. Lower Stony Creek Dam Wall is significant
at the State level for the following reasons: Lower Stony Creek Dam Wall was built between February 1873 and June
1874 and is historically significant as the first mass concrete
gravity dam wall in Victoria and Australia, and the third such
structure of its type in the world. It was an integral part of the
Geelong Water Supply System, one of Victoria's earliest town water
supply systems, commencing in 1873, which underpinned Geelong's
development into a thriving city, port and manufacturing centre. The
construction of the Lower Stony Creek Dam Wall marked an important
moment in the history of engineering in Victoria through its early
use of Portland cement concrete in a large structure and the
application of the principles of stability developed by the Scottish
civil engineer WJM Rankine. [Criterion A] Lower Stony Creek Dam is a rare structure being one of a small
number of mass concrete gravity dams in Victoria. Only three were
built during the nineteenth century, the others being at Evansford
and the Goulburn Weir, and a further eight were built during the
twentieth century. Retaining its original vertical curved and
horizontal convex-concave form, the dam wall demonstrates uncommon
engineering techniques including thinness (it was 840 mm thick
compared with at least 3 metres usually adopted in masonry dam
walls), use of a scour pipe to remove sludge accumulations, and the
absence of a by-wash, which meant that floodwater washed over the
concrete wall testing its strength. [Criterion B]
Utilities - Water
Other - Utilities - Water