Network station details

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General Information

Station Name	Jerilderie
Partner(s)	Jerilderie Shire Council
Status (not a live update)	Operational
CORSnet-NSW Release Date	December 2011
Station Code	JERI
SCIMS Number	TS 12153
Receiver	TRIMBLE NETR9
Antenna	TRM57971.00     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	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)	-4303476.265	Reg13 (PDF 450 kb)
Y	GDA94(2010)	2932830.456	Reg13 (PDF 450 kb)
Z	GDA94(2010)	-3670164.006	Reg13 (PDF 450 kb)
Latitude	GDA94(2010)	-35 21 19.18889	Reg13 (PDF 450 kb)
Longitude	GDA94(2010)	145 43 31.67924	Reg13 (PDF 450 kb)
Easting	MGA94(2010) Zone 55	384198.530	Reg13 (PDF 450 kb)
Northing	MGA94(2010) Zone 55	6086805.642	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)	129.704	Reg13 (PDF 450 kb)
Derived AHD71 Height (1998)	Approximate AHD71	118.689	h-N (LPI Calculated)
N value (1998)	AUSGeoid98	11.015	Geoscience Australia
Derived AHD71 Height (2009)	Approximate AHD71	118.823	h-N (LPI Calculated)
N value (2009)	AUSGeoid09	10.881	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 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.