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RB 87/00129 Seismic refraction survey of Cobbler Creek flood mitigation scheme.
Published: 01 Nov 1987 Created: 07 Nov 2024 Revised: 07 Nov 2024
Author: Reed, G.;Beal, J.C.

Shallow surveys to investigate the subsurface material below 2 potential dam sites indicates that problem areas exist where possible shear zones and basement infills occur. Backhoe pits indicate that in landslide areas, the depth to bedrock may...

Shallow surveys to investigate the subsurface material below 2 potential dam sites indicates that problem areas exist where possible shear zones and basement infills occur. Backhoe pits indicate that in landslide areas, the depth to bedrock may exceed 6 metres, contrasting to more typical depth of 2 - 3.5 metres.

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About this record

Record No rb8700129
Topic Geoscientific Information
Type of Resource Document
Category Type
Document Type Departmental Publication - Engineering Geology Publication
Contributor
Sponsor
Tenement
Tenement Holder
Operator
Geological Province
    Mine Name
    Stratigraphy Saddleworth Formation
    Commodity
      Notes 
      Geographic Locality: Salisbury
Doc No: RB 87/00129
      Geographic Locality: Salisbury
Doc No: RB 87/00129
      Language English
      Metadata Standard ISO 19115-3

      Citations

      Use constraints License
      License Creative Commons Attribution 4.0
      Persistent identifier https://pid.sarig.sa.gov.au/document/rb8700129
      Citation Reed, G.;Beal, J.C. 1987. RB 87/00129 Seismic refraction survey of Cobbler Creek flood mitigation scheme. Departmental Publication - Engineering Geology Publication. Government of South Australia.
      https://pid.sarig.sa.gov.au/document/rb8700129

      Technical information

      Status
      Maintenance and Update Frequency
      Geographic Reference GDA2020 (EPSG:7844)
      Geo bounding box {"type":"Polygon","coordinates":[[[138.5,-35],[139,-35],[139,-34.5],[138.5,-34.5],[138.5,-35]]]}
      Purpose 
      
                    
                    
      
                    
                        		
                
      
              
                
                
      
                  
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