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Network station details

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General Information

Station Name Rankins Springs Image of CORS Antenna
Partner(s) Carrathool Shire Council
Status (not a live update) Operational
CORSnet-NSW Release Date July 2013
Station Code RANK
SCIMS Number TS 12211
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 -4410081.436 Reg13
(PDF 425 kb)
Y GDA2020 2945425.532 Reg13
(PDF 425 kb)
Z GDA2020 -3532035.515 Reg13
(PDF 425 kb)
Latitude GDA2020 -33 50 31.11629 Reg13
(PDF 425 kb)
Longitude GDA2020 146 15 41.93352 Reg13
(PDF 425 kb)
Easting MGA2020
Zone 55
431688.087 Reg13
(PDF 425 kb)
Northing MGA2020
Zone 55
6255119.969 Reg13
(PDF 425 kb)
Derived AHD71 Height (2020) Approximate AHD71 224.922 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 15.505 Geoscience Australia
Ellipsoidal Height GDA2020 240.427 Reg13
(PDF 425 kb)



Datum Coordinate Source
X GDA94 -4410080.512 Conformal transformation from GDA2020
Y GDA94 2945425.600
Conformal transformation from GDA2020
Z GDA94 -3532036.773
Conformal transformation from GDA2020
Latitude GDA94 -33 50 31.16344
Conformal transformation from GDA2020
Longitude GDA94 146 15 41.91137
Conformal transformation from GDA2020
Easting MGA94
Zone 55
431687.528 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6255118.513 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 225.004 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 15.517 Geoscience Australia
Ellipsoidal Height GDA94 240.521 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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