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Network station details

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General Information

Station Name Rylstone Image of CORS Antenna
Partner(s) Mid-Western Regional Council
Status (not a live update) Operational
CORSnet-NSW Release Date March 2013
Station Code RYLS
SCIMS Number TS 12200
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 -4647290.184 Reg13
(PDF 488.6 kb)
Y GDA2020 2685637.004 Reg13
(PDF 488.6 kb)
Z GDA2020 -3434961.640 Reg13
(PDF 488.6 kb)
Latitude GDA2020 -32 47 32.78803 Reg13
(PDF 488.6 kb)
Longitude GDA2020 149 58 36.04214 Reg13
(PDF 488.6 kb)
Easting MGA2020
Zone 55
778770.371 Reg13
(PDF 488.6 kb)
Northing MGA2020
Zone 55
6367798.566 Reg13
(PDF 488.6 kb)
Derived AHD71 Height (2020) Approximate AHD71 584.036 h-N (DFSI Spatial Services Calculated)
N Value (2020) AUSGeoid2020 26.885 Geoscience Australia
Ellipsoidal Height GDA2020 610.921 Reg13
(PDF 488.6 kb)

 

GDA94

Datum Coordinate Source
X GDA94 -4647289.319 Conformal transformation from GDA2020
Y GDA94 2685637.125
Conformal transformation from GDA2020
Z GDA94 -3434962.885
Conformal transformation from GDA2020
Latitude GDA94 -32 47 32.83412
Conformal transformation from GDA2020
Longitude GDA94 149 58 36.02147
Conformal transformation from GDA2020
Easting MGA94
Zone 55
778769.793 Conformal transformation from GDA2020
Northing MGA94
Zone 55
6367797.161 Conformal transformation from GDA2020
Derived AHD71 Height (2009) Approximate AHD71 584.027 h-N (DFSI Spatial Services Calculated)
N value (2009) AUSGeoid09 26.990 Geoscience Australia
Ellipsoidal Height GDA94 611.017 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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