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Network station details

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General Information

Station Name Goulburn Image of CORS Antenna 
Partner(s) -
Status (not a live update) Operational
CORSnet-NSW Release Date August 2007
Station Code GLBN
SCIMS Number TS 12066
Receiver LEICA GRX1200GGPRO
Antenna ASH701945E_M    SCIS
Antenna Height (ARP) 0.000 m
IGS Site Log text file
(log 10 kb)

 

GNSS Tracking Settings

GPS L2C L5 GLONASS Galileo BeiDou QZSS SBAS
ON OFF N/A ON N/A N/A N/A OFF

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

 

CORSnet-NSW Horizontal Coordinates

Datum Coordinate Source
X GDA94(2010) -4530607.756 Reg13
(PDF 450 kb)
Y GDA94(2010) 2645594.948 Reg13
(PDF 450 kb)
Z GDA94(2010) -3616019.536 Reg13
(PDF 450 kb)
Latitude GDA94(2010) -34 45 20.50522 Reg13
(PDF 450 kb)
Longitude GDA94(2010) 149 43 03.76318 Reg13
(PDF 450 kb)
Easting MGA94(2010)
Zone 55
748763.459 Reg13
(PDF 450 kb)
Northing MGA94(2010)
Zone 55
6150683.941 Reg13
(PDF 450 kb)
Easting 2 MGA94(2010)
Zone -
- -
Northing 2 MGA94(2010)
Zone -
- -
Note: These horizontal coordinates are different to those found in SCIMS Online, which are GDA(1997) coordinates. SCIMS Online values for CORS are determined by local tie surveys which connect to the local survey control network.

 

CORSnet-NSW Heights

Datum Value (m) Source
Ellipsoidal Height, h GDA94(2010) 678.726 Reg13
(PDF 450 kb)
Derived AHD71 Height (1998) Approximate AHD71 656.957 h-N (LPI Calculated)
N value (1998) AUSGeoid98 21.769 Geoscience Australia
Derived AHD71 Height (2009) Approximate AHD71 657.188 h-N (LPI Calculated)
N value (2009) AUSGeoid09 21.538 Geoscience Australia
Note: These 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 LPI 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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