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Network station details

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General Information

Station Name Oxley Image of CORS Antenna
Partner(s) Balranald Shire Council
Status (not a live update) Operational
CORSnet-NSW Release Date November 2017
Station Code OXLY
SCIMS Number TS 12292
Antenna TRM115000.00    NONE
Antenna Height (ARP) 0.000 m
IGS Site Log Geoscience Australia


GNSS Tracking Settings


Note: ON = Available and Enabled, OFF = Available but Not Enabled, N/A = Not Available


CORSnet-NSW Coordinates


Datum Coordinate Source
X GDA2020 -4278180.296 Reg13
(PDF 92.7 kb)
Y GDA2020 3096692.015 Reg13
(PDF 92.7 kb)
Z GDA2020 -3564238.503 Reg13
(PDF 92.7 kb)
Latitude GDA2020 -34 11 35.38709 Reg13
(PDF 92.7 kb)
Longitude GDA2020 144 06 06.13887 Reg13
(PDF 92.7 kb)
Easting MGA2020
Zone 55
232913.828 Reg13
(PDF 92.7 kb)
Northing MGA2020
Zone 55
6212627.864 Reg13
(PDF 92.7 kb)
Derived AHD71 Height (2020) Approximate AHD71 77.077 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 9.830 Geoscience Australia
Ellipsoidal Height GDA2020 86.907 Reg13
(PDF 92.7 kb)



Datum Coordinate Source
X GDA94 -4278179.341 Conformal transformation from GDA2020
Y GDA94 3096692.057
Conformal transformation from GDA2020
Z GDA94 -3564239.770
Conformal transformation from GDA2020
Latitude GDA94 -34 11 35.43477
Conformal transformation from GDA2020
Longitude GDA94 144 06 06.11568
Conformal transformation from GDA2020
Easting MGA94
Zone 55
232913.276 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6212626.377 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 77.089 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 9.910 Geoscience Australia
Ellipsoidal Height GDA94 86.999 Conformal transformation from GDA2020

Note: These horizontal coordinates are equivalent to GDA94(2010) i.e. no distortions. They are different to those found in SCIMS Online, which are GDA94(1997) coordinates i.e. with distortions. The heights are different to those found in SCIMS Online, which are local AHD71 heights. SCIMS Online values for CORS are determined by local tie surveys which connect to the local survey control network.


GNSS Monitoring

Graph not yet available.

Note: The above graph indicates the long term stability of a CORSnet-NSW station and does not represent actual daily movement. The results are calculated daily and trends are monitored by CORSnet-NSW staff. The diagrams shown are currently updated monthly. Daily differences in CORS position at the millimetre-level are within the limits (noise level) of current DFSI Spatial Services processing techniques.


Reference Mark Monitoring

Monitoring survey not available for this CORS.

Note: The above tables quantify the movement of the CORS pillar with respect to local reference marks. Surveys are carried out at installation and then after 6 months, 18 months and every two years thereafter. The techniques used, as specified by Geoscience Australia, achieve sub-millimetre precision and can detect minute movements in position or height.

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