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RB 55/00093 Lower Murray dam sites - Teal Flat report on geological investigations (drill logs in separate report 55/93, main report in 55/93A).
Three potential damsites on the lower Murray River near Mannum were investigated by drilling and geological mapping. Two holes at Site 4 and one at Site 5 showed Tertiary sediments overlying granite bedrock at depth exceeding 24m. Exploration was...-
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Published: 01 Jan 1962
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RB 60/00104 Report on site investigation, proposed EWS Department pumping station, Tailem Bend, pt secn 37 Hd Seymour.
The site of a proposed pumping station at Tailem Bend was investigated by means of two test pits and three drill holes 9m deep. The site is underlain by a veneer of Holocene slopewash and alluvium over Tertiary Ettrick Formation calcareous marl and...-
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Published: 01 Jan 1965
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RB 67/00105 Murray Bridge to Onkaparinga pipeline pumping station no. 1, primary pumping station. Geological and geophysical investigations progress report 2, design stage - EWS Department.
The site of a pumping station at Murray Bridge was investigated by 1310m of seismic refraction traverses, a push tube-diamond cored hole to 41.61m, and two cable tool holes to 44.68 and 48.86m. The site is underlain by Recent river clays and sands...-
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Published: 01 Jan 1967
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RB 71/00033 RENMARK, South Australia, sheet SI54-10 International Index.
There is no abstract created for this record-
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Published: 01 Jan 1972
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RB 61/00152 Report on site investigation proposed SA Cooperative Bulk Handling Ltd silo, railway yards, Tailem Bend, Hd Seymour.
Site investigations consisted of three cable tool holes up to 22m deep. The site is underlain by a continuous strong calcrete sheet at least 1.5m thick, over Tertiary sands and gravels consisting of Nor'west Bend Formation, Mannum Limestone (?and...-
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Published: 01 Jan 1965
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RB 75/00041 Monarto new town - Paragum stratigraphic bore completion report, section 1972-17.
A stratigraphic bore was completed by cable tool drilling to a depth of 48m at Paragum Station, monarto South, in connection with the Regional Hydrological Survey. The hole intersected Blanchetown Clay, Parilla Sand and Mannum Limestone over phyllite...-
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Published: 01 Jan 1975
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RB 75/00064 Monarto City Centre. Geotechnical investigations report no. 1.
Engineering investigations at the Monarto City Centre consisted of 8 diamond drill holes up to 15m deep, 25 backhoe test pits, detailed mapping and seismic refraction surveys. The area consists of Kanmantoo Group meta-sediments, in part overlain by a...-
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Published: 01 Jan 1975
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RB 76/00008 Monarto new town. Proposed city centre. Geotechnical investigations report no. 2.
Engineering geological investigations consisting of cable tool drilling of 10 holes up to 15.25m deep, penetration testing and seismic refraction surveys were completed at the proposed CBD of the Monarto city centre. Drilling encountered thin...-
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Published: 02 Feb 1976
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RB 76/00091 Monarto brick clay investigation - Monarto Development Commission.
Reconnaissance sampling and exploratory drrilling have been undertaken to locate suitable brickmaking clay for the proposed city of Monarto. Samples from exposures and boreholes in Quaternary and Tertiary sediments and in weathered bedrock have been...-
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Published: 01 Jan 1976
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RB 76/00107 Stratigraphy and engineering geology of the Monarto designated area - Monarto Development Commission.
Drilling of 25 cable tool holes to depth up to 20.1m in the designated area for Monarto New Town illustrates the nature, distribution and thickness of Quaternay and Tertiary sediments. The main tertiary units are the marine fossiliferous limestone of...-
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Published: 01 Jan 1976
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RB 2000/00004 Mallee region groundwater modelling - Report no. 1.
A five-layer finite difference groundwater flow model (MODFLOW) was developed for the Mallee Region to determine the impacts of irrigation on water levels and salinities. The model was calibrated for steady-state conditions over the entire modelled...-
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Published: 01 Feb 2000
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ExpNotes RENMARK: Explanatory Notes RENMARK
There is no abstract created for this record-
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