-
RB 37/00082 Stratigraphical and faunal sequence in Canopus bore no. 1, PL 1644, north of Renmark, South Australia.
In the stratigraphic sequence penetrated by Canopus Bore No. 1, five formations are present. From the surface to a depth of 185 feet, the boring passed through Recent surface sand and kunkar followed by medium to coarse sands of Plio-Pleistocene age....-
Document
Published: 27 Apr 1954
-
RB 60/00085 Report on the drainage investigations undertaken at Greenways irrigation scheme, Nildottie.
A survey has been undertaken to determine the areal extent and variation in thickness of impermeable clay strata underlying the Greenways Irrigation Scheme at Nildottie. Thick clay was found on the eastern half of the Scheme underlying, in general,...-
Document
Published: 27 Apr 1965
-
RB 60/00086 Report on the drainage investigations at the proposed Swan Reach irrigation scheme on secns 48 and 85, Hd Nildottie.
The survey was made to determine the extent and variation in thickness of impermeable clay strata under an area proposed for irrigation development. The area was proved to be free of clay except for an insignificant zone on the western boundary of...-
Document
Published: 30 Apr 1965
-
RB 78/00089;Env 02960 Appraisal drilling results, Anna Coalfield, Murray Basin, South Australia.
At the Anna Coalfield, the November 1976 appraisal drilling by SADME of 2 rotary mud, partly cored vertical boreholes with a total penetration of 159.62 m (including 28.36 m of continuous ?NQ coring over the coal-bearing section) has confirmed the...-
Document
Published: 11 May 1978
-
RB 77/00101 Hydrogeology of Rocky Gully Creek area, east of the Pallamanna Fault.
Three groundwater observation wells have been drilled at locations north-west of Murray Bridge to determine the effect of increased stream flows down the Rocky Gully and Preamimma Creeks. Rocky Gully Creek will be capable of accepting about 10 000 m...-
Document
Published: 01 Jan 1977
-
RB 79/00017 Completion report irrigation well for D.J. and N.P. Mount, secn 11 Hd Kingsford, Co. Chandos.
The well has been drilled into an area of low salinity groundwater occurring within the Tertiary limestone aquifer at Karte, north-west of Pinnaroo. A 48-hour well test was carried out at an average pumping rate of 2600 m3/day (23,800 gals/hr), and...-
Document
Published: 01 Jan 1979
-
RB 77/00132 Hydrogeology of the Paragum Depression, Monarto SA.
Cable tool and rotary drilling of 8 holes has enabled the geological sequence and general hydrology to be determined in the area to appraise its potential as a disposal site for stormwater runoff from urbanised Monarto.-
Document
Published: 01 Jan 1977
-
1981 and 1983 seismic surveys, Overland Corner OC81 and OC83, final reoprt.
AIM: The principal objective of the OC81 Seismic Survey and a calculated, normal moveout velocity-based seismic reflection time stratigraphic well tie to North Renmark 1 was to determine the areal extent of the prospective Permian (and Devonian?)...-
Document
-
RB 67/00089 Murray Bridge silo alternative site geological investigations. Progress report no. 1, design stage, railway yards, Hd Mobilong.
Investigation of the site of a proposed four-cell silo consisted of five cable tool holes up to 12.5m deep. The site is underlain by a layer of fill up to 2.4m thick followed by a natural sequence of aeolian topsoil and calcrete over Mannum Limestone.-
Document
Published: 01 Jan 1967
-
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...-
Document
Published: 01 Jan 1967
-
RB 66/00156 Sturt Highway no. 4, Kingston-on-Murray geological investigations progress report no. 1, design stage, Hd Moorook - Highways and Local Government Department.
Two cable tool holes were drilled to test at depth the foundation conditions for a proposed bridge over the Murray River. As a result of a previous investigation, sampling was not commenced until depths of 16m and 26m had been reached. Both holes then...-
Document
Published: 01 Jan 1968
-
RB 75/00070 Recharge investigations, northern margin of the Milang Basin. Milang-Langhorne Creek area.
There is no abstract created for this record-
Document
Published: 01 Jan 1978
-
RB 74/00152 Investigation of potential evaporation basins, Upper Murray, South Australia. Progress report 1. Appendix Analogue model experiments to determine saline groundwater flow into the Murray River system
Groundwater flow in the Upper Murray region is generally towards the River Murray except in the Noora area where contours show a depression in the water table surface. The Noora area appears to be the most suitable site for an evaporation basin for...-
Document
Published: 01 Jan 1974
-
RB 75/00143 Monarto coarse aggregate investigation limestone and gneiss drilling and testing. Client - Monarto Development Commission.
Sources of coarse aggregate were investigated for the Monarto Development Commission. Recrystallised limestone near Murray Bridge was tested by four diamond drill holes, and gneisses near Pallamana were tested by 8 holes. Large quantities of suitable...-
Document
Published: 01 Jan 1975
-
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...-
Document
Published: 02 Feb 1976
-
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...-
Document
Published: 01 Jan 1976
-
Waikerie. Annual reports and final report to licence expiry/full surrender, for the period 18/1/2005 to 17/1/2010.
Landmark Stone Pty Ltd was approached by David West (Executive Director, Architectural Conservation, International Conservation Services of Sydney) to investigate re-opening one of the three Waikerie Limestone quarries in the Riverland of South...-
Document
Published: 28 Oct 1909
