Network station details

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General Information

Station Name	Taree
Partner(s)	-
Status (not a live update)	Operational
CORSnet-NSW Release Date	May 2009
Station Code	TARE
SCIMS Number	TS 12092
Receiver	LEICA GRX1200GGPRO
Antenna	LEIAX1202GG     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	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)	-4805350.055	Reg13 (PDF 450 kb)
Y	GDA94(2010)	2505367.673	Reg13 (PDF 450 kb)
Z	GDA94(2010)	-3352195.575	Reg13 (PDF 450 kb)
Latitude	GDA94(2010)	-31 54 43.95007	Reg13 (PDF 450 kb)
Longitude	GDA94(2010)	152 27 49.65668	Reg13 (PDF 450 kb)
Easting	MGA94(2010) Zone 56	449303.904	Reg13 (PDF 450 kb)
Northing	MGA94(2010) Zone 56	6469169.879	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)	44.884	Reg13 (PDF 450 kb)
Derived AHD71 Height (1998)	Approximate AHD71	15.562	h-N (DFSI Spatial Services Calculated)
N value (1998)	AUSGeoid98	29.322	Geoscience Australia
Derived AHD71 Height (2009)	Approximate AHD71	15.626	h-N (DFSI Spatial Services Calculated)
N value (2009)	AUSGeoid09	29.258	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

 

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.