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Network station details

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General Information

Station Name Coonamble Image of CORS Antenna
Partner(s) Coonamble Shire Council
Status (not a live update) Operational
CORSnet-NSW Release Date October 2012
Station Code CBLE
SCIMS Number TS 12191
Antenna TRM57971.00     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 -4661963.128 Reg13
(PDF 498 kb)
Y GDA2020 2870501.067 Reg13
(PDF 498 kb)
Z GDA2020 -3261584.259 Reg13
(PDF 498 kb)
Latitude GDA2020 -30 57 12.72355 Reg13
(PDF 498 kb)
Longitude GDA2020 148 22 41.63190 Reg13
(PDF 498 kb)
Easting MGA2020
Zone 55
631644.071 Reg13
(PDF 498 kb)
Northing MGA2020
Zone 55
6574733.141 Reg13
(PDF 498 kb)
Derived AHD71 Height (2020) Approximate AHD71 182.796 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 26.416 Geoscience Australia
Ellipsoidal Height GDA2020 209.212 Reg13
(PDF 498 kb)



Datum Coordinate Source
X GDA94 -4661962.261 Conformal transformation from GDA2020
Y GDA94 2870501.225
Conformal transformation from GDA2020
Z GDA94 -3261585.541
Conformal transformation from GDA2020
Latitude GDA94 -30 57 12.77018
Conformal transformation from GDA2020
Longitude GDA94 148 22 41.60968
Conformal transformation from GDA2020
Easting MGA94
Zone 55
631643.464 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6574731.713 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 182.802 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 26.507 Geoscience Australia
Ellipsoidal Height GDA94 209.309 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

Image will open in new window

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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