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Network station details

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General Information

Station Name Scone Image of CORS Antenna
Partner(s) Upper Hunter Shire Council
Status (not a live update) Operational
CORSnet-NSW Release Date October 2011
Station Code SCON
SCIMS Number TS 12149
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 -4726803.918 Reg13
(PDF 450 kb)
Y GDA2020 2634186.083 Reg13
(PDF 450 kb)
Z GDA2020 -3365389.932 Reg13
(PDF 450 kb)
Latitude GDA2020 -32 03 04.84784 Reg13
(PDF 450 kb)
Longitude GDA2020 150 52 10.72974 Reg13
(PDF 450 kb)
Easting MGA2020
Zone 56
298868.611 Reg13
(PDF 450 kb)
Northing MGA2020
Zone 56
6451888.020 Reg13
(PDF 450 kb)
Derived AHD71 Height (2020) Approximate AHD71 218.924 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 28.553 Geoscience Australia
Ellipsoidal Height GDA2020 247.477 Reg13
(PDF 450 kb)



Datum Coordinate Source
X GDA94 -4726803.073 Conformal transformation from GDA2020
Y GDA94 2634186.229
Conformal transformation from GDA2020
Z GDA94 -3365391.180
Conformal transformation from GDA2020
Latitude GDA94 -32 03 04.89366
Conformal transformation from GDA2020
Longitude GDA94 150 52 10.70917
Conformal transformation from GDA2020
Easting MGA94
Zone 56
298868.099 Conformal transformation from GDA2020
Northing MGA94
Zone 56
6451886.598 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 218.945 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 28.629 Geoscience Australia
Ellipsoidal Height GDA94 247.574 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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