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General Information

Station Name Kerang2 Image of CORS Antenna
Partner(s) VIC Department of Environment, Land, Water and Planning (DELWP)
Status (not a live update) Operational
CORSnet-NSW Release Date September 2011
Station Code KRNG
SCIMS Number TS 12157
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 -4189222.186 Reg13
(PDF 516 kb)
Y GDA2020 3052335.810 Reg13
(PDF 516 kb)
Z GDA2020 -3704451.971 Reg13
(PDF 516 kb)
Latitude GDA2020 -35 44 07.40985 Reg13
(PDF 516 kb)
Longitude GDA2020 143 55 20.30473 Reg13
(PDF 516 kb)
Easting MGA2020
Zone 54
764294.331 Reg13
(PDF 516 kb)
Northing MGA2020
Zone 54
6041461.380 Reg13
(PDF 516 kb)
Derived AHD71 Height (2020) Approximate AHD71 83.716 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 6.732 Geoscience Australia
Ellipsoidal Height GDA2020 90.448 Reg13
(PDF 516 kb)



Datum Coordinate Source
X GDA94 -4189221.215 Conformal transformation from GDA2020
Y GDA94 3052335.810
Conformal transformation from GDA2020
Z GDA94 -3704453.217
Conformal transformation from GDA2020
Latitude GDA94 -35 44 07.45753
Conformal transformation from GDA2020
Longitude GDA94 143 55 20.28197
Conformal transformation from GDA2020
Easting MGA94
Zone 54
764293.715 Conformal transformation from GDA2020
Northing MGA94
Zone 54
6041459.928 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 83.760 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 6.779 Geoscience Australia
Ellipsoidal Height GDA94 90.539 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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