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Network station details

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General Information

Station Name Tullamore Image of CORS Antenna
Partner(s) Parkes Shire Council and NSW Rural Fire Service
Status (not a live update) Operational
CORSnet-NSW Release Date May 2013
Station Code TULL
SCIMS Number TS 12203
Receiver LEICA GR30
Antenna LEIAR10         NONE
Antenna Height (ARP) 0.000 m
IGS Site Log Geoscience Australia

 

GNSS Tracking Settings

GPS L2C L5 GLONASS Galileo BeiDou QZSS SBAS
ON OFF OFF ON ON ON ON OFF

Note: ON = Available and Enabled, OFF = Available but Not Enabled, N/A = Not Available

 

CORSnet-NSW Coordinates

GDA2020

Datum Coordinate Source
X GDA2020 -4538265.857 Reg13
(PDF 454 kb)
Y GDA2020 2883438.097 Reg13
(PDF 454 kb)
Z GDA2020 -3419825.069 Reg13
(PDF 454 kb)
Latitude GDA2020 -32 37 55.92497 Reg13
(PDF 454 kb)
Longitude GDA2020 147 34 10.94247 Reg13
(PDF 454 kb)
Easting MGA2020
Zone 55
553439.667 Reg13
(PDF 454 kb)
Northing MGA2020
Zone 55
6389342.775 Reg13
(PDF 454 kb)
Derived AHD71 Height (2020) Approximate AHD71 249.274 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 22.004 Geoscience Australia
Ellipsoidal Height GDA2020 271.278 Reg13
(PDF 454 kb)

 

GDA94

Datum Coordinate Source
X GDA94 -4538264.962 Conformal transformation from GDA2020
Y GDA94 2883438.205
Conformal transformation from GDA2020
Z GDA94 -3419826.335
Conformal transformation from GDA2020
Latitude GDA94 -32 37 55.97179
Conformal transformation from GDA2020
Longitude GDA94 147 34 10.92053
Conformal transformation from GDA2020
Easting MGA94
Zone 55
553439.088 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6389341.336 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 249.221 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 22.152 Geoscience Australia
Ellipsoidal Height GDA94 271.373 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

Image will open in new window

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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