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Network station details

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General Information

Station Name Collarenebri Image of CORS Antenna
Partner(s) Walgett Shire Council
Status (not a live update) Operational
CORSnet-NSW Release Date June 2013
Station Code CLBI
SCIMS Number TS 12206
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 -4739540.193 Reg13
(PDF 425 kb)
Y GDA2020 2894673.529 Reg13
(PDF 425 kb)
Z GDA2020 -3126447.524 Reg13
(PDF 425 kb)
Latitude GDA2020 -29 32 33.18176 Reg13
(PDF 425 kb)
Longitude GDA2020 148 35 07.82432 Reg13
(PDF 425 kb)
Easting MGA2020
Zone 55
653625.067 Reg13
(PDF 425 kb)
Northing MGA2020
Zone 55
6730853.773 Reg13
(PDF 425 kb)
Derived AHD71 Height (2020) Approximate AHD71 150.068 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 29.694 Geoscience Australia
Ellipsoidal Height GDA2020 179.762 Reg13
(PDF 425 kb)



Datum Coordinate Source
X GDA94 -4739539.344 Conformal transformation from GDA2020
Y GDA94 2894673.726
Conformal transformation from GDA2020
Z GDA94 -3126448.821
Conformal transformation from GDA2020
Latitude GDA94 -29 32 33.22836
Conformal transformation from GDA2020
Longitude GDA94 148 35 07.80164
Conformal transformation from GDA2020
Easting MGA94
Zone 55
653624.437 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6730852.346 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 150.163 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 29.698 Geoscience Australia
Ellipsoidal Height GDA94 179.861 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

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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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