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Network station details

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General Information

Station Name Louth Image of CORS Antenna 
Partner(s) Bourke Shire Council and NSW Rural Fire Service
Status (not a live update) Operational
CORSnet-NSW Release Date November 2014
Station Code LOTH
SCIMS Number TS 12240
Receiver LEICA GR25
Antenna LEIAR10         NONE
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 OFF ON OFF 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) -4510571.576 Provisional (AUSPOS2)
Y GDA94(2010) 3144649.759 Provisional (AUSPOS2)
Z GDA94(2010) -3221517.807 Provisional (AUSPOS2)
Latitude GDA94(2010) -30 32 00.65624 Provisional (AUSPOS2)
Longitude GDA94(2010) 145 07 00.56461 Provisional (AUSPOS2)
Easting MGA94(2010)
Zone 55
319335.523 Provisional (AUSPOS2)
Northing MGA94(2010)
Zone 55
6620585.666 Provisional (AUSPOS2)
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) 122.745 Provisional (AUSPOS2)
Derived AHD71 Height (1998) Approximate AHD71 101.256 h-N (LPI Calculated)
N value (1998) AUSGeoid98 21.489 Geoscience Australia
Derived AHD71 Height (2009) Approximate AHD71 101.306 h-N (LPI Calculated)
N value (2009) AUSGeoid09 21.439 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

Graph not yet available. 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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