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Network station details

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General Information

Station Name Menangle Image of CORS Antenna
Partner(s) RailCorp
Status (not a live update) Operational
CORSnet-NSW Release Date August 2005
Station Code MENA
SCIMS Number TS 12043
Receiver LEICA GR30
Antenna ASH701945E_M    SCIS
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 -4611310.950 Reg13
(PDF 450 kb)
Y GDA2020 2583118.192 Reg13
(PDF 450 kb)
Z GDA2020 -3558095.375 Reg13
(PDF 450 kb)
Latitude GDA2020 -34 07 33.91459 Reg13
(PDF 450 kb)
Longitude GDA2020 150 44 37.52863 Reg13
(PDF 450 kb)
Easting MGA2020
Zone 56
291929.208 Reg13
(PDF 450 kb)
Northing MGA2020
Zone 56
6221564.481 Reg13
(PDF 450 kb)
Derived AHD71 Height (2020) Approximate AHD71 89.027 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 22.305 Geoscience Australia
Ellipsoidal Height GDA2020 111.332 Reg13
(PDF 450 kb)



Datum Coordinate Source
X GDA94 -4611310.081 Conformal transformation from GDA2020
Y GDA94 2583118.283
Conformal transformation from GDA2020
Z GDA94 -3558096.596
Conformal transformation from GDA2020
Latitude GDA94 -34 07 33.96040
Conformal transformation from GDA2020
Longitude GDA94 150 44 37.50896
Conformal transformation from GDA2020
Easting MGA94
Zone 56
291928.735 Conformal transformation from GDA2020
Northing MGA94
Zone 56
6221563.059 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 89.098 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 22.329 Geoscience Australia
Ellipsoidal Height GDA94 111.427 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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