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General Information
Station Name | Speers Point | ![]() |
---|---|---|
Partner(s) | Lake Macquarie City Council | |
Status (not a live update) | Operational | |
CORSnet-NSW Release Date | February 2016 | |
Station Code | SPPT | |
SCIMS Number | TS 12271 | |
Receiver | LEICA GR10 | |
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 | OFF | OFF | 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) | -4713255.812 | Reg13 (PDF 450 kb) |
Y | GDA94(2010) | 2545933.369 | Reg13 (PDF 450 kb) |
Z | GDA94(2010) | -3450289.571 | Reg13 (PDF 450 kb) |
Latitude | GDA94(2010) | -32 57 36.94362 | Reg13 (PDF 450 kb) |
Longitude | GDA94(2010) | 151 37 25.16836 | Reg13 (PDF 450 kb) |
Easting | MGA94(2010) Zone 56 |
371365.160 | Reg13 (PDF 450 kb) |
Northing | MGA94(2010) Zone 56 |
6352277.713 | Reg13 (PDF 450 kb) |
Easting 2 | MGA94(2010) Zone - |
- | - |
Northing 2 | MGA94(2010) Zone - |
- | - |
CORSnet-NSW Heights
Datum | Value (m) | Source | |
---|---|---|---|
Ellipsoidal Height, h | GDA94(2010) | 51.212 | Reg13 (PDF 450 kb) |
Derived AHD71 Height (1998) | Approximate AHD71 | 25.310 | h-N (DFSI Spatial Services Calculated) |
N value (1998) | AUSGeoid98 | 25.902 | Geoscience Australia |
Derived AHD71 Height (2009) | Approximate AHD71 | 25.445 | h-N (DFSI Spatial Services Calculated) |
N value (2009) | AUSGeoid09 | 25.767 | Geoscience Australia |
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 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.