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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...-
Document
Published: 01 Jan 1979
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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
