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RB 79/00076 Naracoorte town water supply, completion report for well no. 10 - EWS Department.
A new town water supply well, Naracoorte no. 10, encountered permeable confined aquifer sands at 160 m depth. Subsequent testing showed the well to have a yield of from 6000 to 7000 cubic m/day at a recommended pump intake depth of 85 m, with less...-
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Published: 01 Jan 1979
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RB 98/00032 Assessment of the groundwater impacts of various management options to mitigate the salinity increase in the Padthaway irrigation area.
An increase in groundwater salinity in parts of the Padthaway area threatens the sustainability of established irrigation developments. A number of management options to mitigate the groundwater salinity increase are being considered by State...-
Document
Published: 01 Oct 1998
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RB 96/00044 Padthaway Proclaimed Wells Area groundwater status report.
The Padthaway Formation and Bridgewater Formation aquifers provide a high quality groundwater resource in the Padthaway Proclaimed Wells Area (PWA). The resource supports an irrigated agriculture and horticulture industry. Irrigation is concentrated...-
Document
Published: 01 Apr 1997
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PEL 22 exploration guidelines and the prospects for locating hydrocarbons (in) the Gambier Embayment, South Australia.
This study concentrates on the correlation of lithostratigraphic units, establishing a model for the likely source rock maturity pattern, and elucidating the structure, seal and reservoir relationships. The Early Cretaceous Otway Group is considered...-
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RB 73/00166 South-East water resources, Hd Mayurra, adj. secn 552. Pumping tests results on water bore MI-1 at Snuggery, report no. 1.
This report covers the first two stages of a proposed 3-stage pump test on Bore MI-1. Calculations using the Jacob and Theis methods have been used. Good agreement between the various drawdown curves indicates that the values used are reliable for the...-
Document
Published: 03 Oct 1973
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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 74/00013 Beachport town water supply flow and pump testing of bore no. 2, completion report and recommendations, Hd Rivoli Bay, bore no. 610999002.
The development and testing of the Beachport Town Water Supply Bore No. 2, was badly handicapped by incorrect screen selection, an apparently insensitive pressure gauge, and incomplete development of the bore prior to testing. The transmissivity of...-
Document
Published: 01 Jan 1974
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RB 75/00108 Beachport town water supply, flow testing of bore no. 3 completion report and recommendations.
The Beachport Town Water Supply No. 3 was flow-tested using a series of orifice plates. The testing programme consisted of a main test and five stages in a flow recession test. The orifice plates were used not to measure flow rate, but to ensure a...-
Document
Published: 01 Jan 1978
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RB 76/00038 Completion report and well test, Kingston town water supply bore no. 10, secn 504 Hundred of Lacepede - EWS Department.
A new well, Kingston No. 10, was drilled on section 504, hundred of Lacepede to augment Kingston's water supply. A flow of water (5 1/sec) was obtained after intersecting Kongorong Sand at 86m. Subsequent well testing showed it to have a safe yield of...-
Document
Published: 22 Mar 1976
