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RB 60/00036 River Murray drainage investigation. Progress report no. 1.
A review is given of the progress of a SADM investigation into the causes of drainage problems being experienced in some South Australian irrigation areas located along the River Murray. Drilling and geological survey work have been carried out over...-
Document
Published: 01 Mar 1965
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RB 80/00141 Angas-Bremer irrigation area groundwater recharge.
Within the Angas - Bremer Irrigation Area, the source of the groundwater being taken currently primarily for the large-scale irrigation of lucerne fodder crops is the confined low salinity Tertiary limestone aquifer. The extent of pumping from bores...-
Document
Published: 01 Dec 1980
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RB 96/00015 Regional groundwater impacts of irrigation development in the eastern Riverland.
A regional groundwater model has been constructed of the Loxton Sands watertable aquifer in the eastern Riverland, over an area extending eastwards from Overland Corner to the State border. It is being used to quantify the salt load impacts on the...-
Document
Published: 01 Dec 1995
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RB 97/00023 Hydrogeology of the Moorook New Residence irrigation district.
Following a request from the SA Department of Environment and Natural Resources at Berri in the Riverland, a hydrogeological assessment of the Moorook and New Residence irrigation areas was carried out. The water table aquifer occurs in fine to...-
Document
Published: 01 Apr 1997
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RB 62/00026 Bridge proposals, upper Murray region - Overland Corner Bridge, secn 15, Hd Parcoola. Geological investigation, Progress Report no. 1, January 1966.
Investigation of the site of a proposed new road bridge over the River Murray consisted of five hollow spiral auger drillholes totalling 216 feet, geological surface mapping of the floodplain at a scale of 100 feet to 1 inch, and palaeontological...-
Document
Published: 25 Jan 1966
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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...-
Document
Published: 01 Jan 1975
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RB 74/00005 Proposed subdivision, Murray Bridge, pt secns 65, 66 Hd Mobilong. Report on geological investigations - State Planning Office (Docket 2477/73).
A proposed subdivision at Murray Bridge has been examined with reference to the suitability of the site for residential development. The site is covered by up to 0.30 metres of silt soil overlying calcrete capped limestone and calcareous sandstone...-
Document
Published: 01 Jan 1974
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RB 76/00048A Pallamanna Fault, outlined by geophysical methods. Co. Sturt, Hd Mobilong - Monarto Development Commission.
The Pallamanna Fault is a Palaeozoic feature on the western margin of the Murray Basin near Murray Bridge. Geophysical methods were used to delineate it and to estimate its throw. The results suggest that the fault zone itself is steeply dipping (70o...-
Document
Published: 01 Apr 1976
