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RB 73/00167 Geological Survey - Groundwater survey, Hundred Neville, sections 5, 11, 33, 24 and 26 - T.J. Beresford.
There is no abstract created for this record-
Document
Published: 10 Jul 1973
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RB 72/00190 Two Cainozoic fossiliferous sands from Waterloo Bay, Yorke Peninsula, SA, Hd Melville, Co. Fergusson.
One sand has benthonic foraminifera of Upper Eocene age, and is referred to Rogue Formation, correlating also with basal Port Willunga Beds. The other sand is from a Pleistocene "aeolianite" sequence, Bridgewater formation. Its microfauna, mostly...-
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Published: 02 Oct 1972
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RB 73/00158 Elliston town water supply report on drilling and pump testing.
There is no abstract created for this record-
Document
Published: 01 Jan 1973
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RB 72/00206 Summary of the hydrogeology of the South-East Province.
Groundwater of the South East province forms one of the most important water resources of the State. All towns south of Keith and, indeed, most towns in the Murray and Otway Basins rely on groundwater for their supplies. Therefore it is important that...-
Document
Published: 06 Nov 1972
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RB 73/00206 Two pulmonate gastropods from Bridgewater Formation, Althorpe Island.
There is no abstract created for this record-
Document
Published: 31 Aug 1973
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RB 73/00226 Preliminary report. Geology of islands of the western Continental Shelf of South Australia.
There is no abstract created for this record-
Document
Published: 01 Jan 1973
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RB 73/00305 Water budget investigations at Padthaway 1972 and 1973 (18/12/1973).
Investigations being carried out by the Department of Mines in the Padthaway irrigation basin and surrounding areas are aimed primarily toward determining the water budget of the basin in conjunction with other Government Departments. The role of the...-
Document
Published: 01 Jan 1977
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RB 74/00069 Completion and aquifer test report at bore PAR 37, Naracoorte Range, Padthaway.
Recent investigations into the hydrogeology and water balance of the Padthaway irrigation basin have suggested that the current level of consumption of groundwater for irrigation purposes is very close to the safe yield and that any appreciable...-
Document
Published: 01 Jan 1974
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RB 74/00132 Lucindale town water supply test hole no. 1 completion report.
Lucindale Test Hole No. 1 was drilled to test the yield and salinity of the Knight Group pressure aquifer. A supply of 18 litres/sec with a salinity of 1129 mg/1 was obtained. A transmissivity of 42 metre3/day/metre was calculated for a bore...-
Document
Published: 01 Jan 1974
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RB 74/00184 South-East water resources test area 1. Results of pump tests conducted in the period April 1969 to January 1970.
In April 1969 and January 1970, four pumping tests were conducted in Test Area No. 1. This area is located between Robe and Beachport. In this report the results of pumping tests are presented and other methods of examining the groundwater hydrology...-
Document
Published: 01 Jan 1974
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RB 75/00007 Explanatory Notes for the FOWLER 1:250 000 geological map.
There is no abstract created for this record-
Document
Published: 21 Jan 1975
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RB 75/00098 South-East water resources aquifer tests of the Knight Formation in the Hundred of Mingbool.
Analyses of pumping tests performed on a semi-confined aquifer of the Knight Group in the Hundred of Mingbool indicate that the coefficient of permeability of the confining bed is approximately 0.015 metres3 day-1 metre-2. Values of transmissivity and...-
Document
Published: 01 Jan 1978
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RB 75/00112 Eyre Peninsula groundwater survey Lincoln Basin pump test results borehole r (replacement bore). Client- Engineering and Water Supply Department.
Borehole R was drilled in May 1975 in Area A, Lincoln Basin, to replace Bore N which became saline. The recommended pumping rate for this replacement bore is 21 l/sec with the pump cylinder set at 6.9 m. The chemical quality of the water is...-
Document
Published: 01 Jan 1975
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RB 75/00116 Summary of the hydrogeology of the Mount Gambier area, southeastern South Australia.
The Mount Gambier area of south-eastern South Australia is totally dependent upon groundwater for its water supplies. Water of low salinity is extracted from an unconfined aquifer (the Gambier Limestone) and, to a much lesser extent, confined aquifers...-
Document
Published: 01 Jan 1975
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RB 75/00118 Well discharge test, Padthaway subdivision, pt secn 108 Hd Parsons, Co. MacDonnell for South Australian Housing Trust.
An approximate transmissivity of 224 metres3/day/metre has been calculated for the Bridgewater Formation in the vicinity of the South Australian Housing Trust bore, Padthaway. The maximum safe discharge for the bore is 6 liters/second. Pumping should...-
Document
Published: 01 Jan 1975
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RB 76/00030 Eyre Peninsula groundwater survey, Uley South Basin. Progress report no. 4. Aquifer evaluation.
There is no abstract created for this record-
Document
Published: 05 Mar 1976
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RB 76/00055 Knight Group aquifer test, Kraft Foods, Mil Lel.
Following pollution of the Gambier Limestone aquifer by subsurface waste disposal, a production bore for Kraft Foods at Mil-Lel was drilled into the Knight Group. To increase the limited knowledge of this confined aquifer, a Departmental observation...-
Document
Published: 01 Jan 1976
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RB 2000/00008 Southern Eyre Peninsula basins - Uley Basin review.
The groundwater systems of Eyre Peninsula are unique in comparison to those of other semi-arid regions within the State. The thin veneer of surface calcrete which overlies some of the more extensive potable groundwater lenses promotes high runoff of...-
Document
Published: 01 Feb 2000
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RB 2000/00015 Groundwater resources on Kangaroo Island.
Despite good rainfall, the groundwater resources on Kangaroo Island are limited, with localised good quality groundwater available only in small supplies. Just over 75% of all wells drilled on the island have a salinity of over 2000 mg/L, with 95% of...-
Document
Published: 01 May 2000
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RB 2000/00042 Water resource assessment, Naracoorte Ranges Prescribed Wells Area.
The Naracoorte Ranges Prescribed Wells Area (PWA) is 300 km SE of Adelaide, and covers about 2400 square km. The PWA consists of a low-lying interdunal flat in the SW, and an elevated highlands area in the NE, separated by the Kanawinka Fault. The...-
Document
Published: 01 Nov 2000