SLIDE 1 Influence of using individual GPS receiver antenna calibrations
- n high precision geodetic positioning, case study: Northern
Surat Basin Queensland 2015 GPS campaign
IGNSS 2016, Sydney, 6 – 8 December 2016
Guorong Hu & Michael Moore Geodesy Section, Geoscience Australia
SLIDE 2 GNSS antenna types
GNSS antenna Satellite antenna Block I Block II, IIA, …. Receiver antenna Single frequency (mobile phone, low cost GNSS receiver antenna) Dual frequency (high precision geodetic receiver antenna)
SLIDE 3
iphone GPS antenna
SLIDE 4
Basic concepts
ARP (Antenna Reference Point) GNSS satellite antenna Zenith Mean Phase Centre
PCO: Phase Centre Offset, given in NEU components relative to the ARP PCV: Phase Centre Variation, variation of the actual phase centre with the direction of the arrival of the signal, provided as a function of elevation angle and/or azimuth angle in antenna frame NRP: North Reference Point, the NRP should be properly oriented to true north for antenna calibration
GNSS receiver antenna
SLIDE 5
- Relative calibration: Phase centre determinations from a
stationary test pier referenced to a standard (Dorne Margolin choke ring antenna, type T: AOAD/M_T)
- Absolute calibration: calibration where PCO/PCV are
independent of the reference antenna
- Individual calibration: calibration values which are specific
to the antenna serial number
- IGS type mean calibration: calibration values for an antenna
model, where several test samples are separately calibrated and averaged together by IGS antenna working group
- GA type mean calibration ……
Basic concepts
SLIDE 6
- Relative antenna calibration: 30 June 1996 ~ Nov. 2006
- Absolute antenna calibration: Nov. 2006 ~ present
- Calibration facilities officially recognized by IGS:
GA, Geo++, NGS, Univ. Hannover, Univ. Bonn
- GA was recognized/approved by IGS antenna working group
announced in IGS workshop 2016 in Sydney, Feb 2016
History of antenna calibration of IGS products
SLIDE 7
- Systematic errors caused by assumptions of relative PCVs:
PCV(AOAD/M_T)=0 & PCV(GNSS sat. antenna)=0
Why relative PCVs to absolute PCVs
- Independent from reference antenna
- High resolution and precision PCVs
- Site and location independent
Advantages of absolute antenna calibration
SLIDE 8 Two absolute calibration methods:
- Anechoic chamber calibration: using
artificial GPS signals
- Robotic calibration: using real GPS
signals
Absolute GNSS antenna calibration method
Credit: University of Bonn GA’s robotic ACF
SLIDE 9
- Impact on GPS solutions including:
Terrestrial scale (global solutions) Station coordinates Orbit parameters Troposphere parameters
Why antenna calibration matter
SLIDE 10
- Findings of experiment by IGS Antenna WG on reprocessed
global solutions of ~ 200 stations data from 1994 to 2005: Credit: Schmid et al., 2005
PCVs model impacts on global GNSS solutions
SLIDE 11
- ~ 25 different antenna types
- ~ 145 individual antennas
- > 400 individual calibrations
- Individual calibrated antenna PCV can be accessed at:
ftp://ftp.ga.gov.au/geodesy-outgoing/gnss/products/antenna/
Antennas calibrated at GA as of November 2016
SLIDE 12 Case study: comparison position impact of using IGS-type mean and individual PCV models
- Data source: Northern Surat Basin QLD Campaign 2015
- Stations: 65
- Antenna types used: 4 (TRM57971.00, TRM55971.00,TPSG3_A1, and
LEIAR10)
- Observed days: 20 days, 15-28 Sept and 13-18 Oct 2016
SLIDE 13
Antennas for Surat QLD 2015 GPS campaign TRM57971.00 NONE (L1)
SLIDE 14 Antennas for Surat QLD 2015 GPS campaign TRM57971.00 NONE (L2)
among different antennae in terms of serial numbers
SLIDE 15
Antennas for Surat QLD 2015 GPS campaign TPSG3_A1 NONE (L1)
SLIDE 16
Antennas for Surat QLD 2015 GPS campaign TPSG3_A1 NONE (L2)
SLIDE 17
Antennas for Surat QLD 2015 GPS campaign LEIAR10 NONE (L1)
SLIDE 18
Antennas for Surat QLD 2015 GPS campaign LEIAR10 NONE (L2)
SLIDE 19
Position differences between using IGS-type mean and individual PCV models
SLIDE 20
- TRM57971.00 NONE antenna better agreement with IGS type
mean
- Maximum position difference is 20.9 mm in vertical
component of site SB56, which is TPSG3_A1 NONE antenna
- Horizontal component position differences are within 3 mm
- Large position differences for vertical component but
correlates with antenna type
Findings from the comparison between IGS type mean and individual PCV
SLIDE 21
- Should we give up IGS type mean PCV and use individual
PCV models?
- Suggestions: use IGS type mean PCV for IGS stations which
will keep consistency with IGS products and use individual PCV as many as possible for other non-IGS stations
Discussions
SLIDE 22
Phone: +61 2 6249 9884 Web: www.ga.gov.au Email: guorong.hu@ga.gov.au Address: Cnr Jerrabomberra Avenue and Hindmarsh Drive, Symonston ACT 2609 Postal Address: GPO Box 378, Canberra ACT 2601
Questions?
SLIDE 23
Special Case: Damaged Antenna – ASH701945E_M__NONE (L2)
SLIDE 24
Special case: damaged antenna – ASH701945E_M__NONE (L1)
SLIDE 25
Repeatability of PCV for reference antenna TRM59800.00 NONE (L2)
L2 dPCV < 2 mm
SLIDE 26
Repeatability of PCVs for reference antenna TRM59800.00 NONE (L1)
L1 dPCV < 1.5 mm
SLIDE 27 Individual antennas – TRM59800.00__NONE (L1)
among different antennas in terms of serial numbers
SLIDE 28
Individual antennas – TRM59800.00__NONE (L2)
SLIDE 29
Individual antennas – TRM29659.00__NONE (L1)
SLIDE 30
Individual antennas – TRM29659.00__NONE (L2)
SLIDE 31
First ever robot calibrated antenna: ASH701945.B__NONE (L1)
SLIDE 32
First ever robot calibrated antenna: ASH701945.B__NONE (L2)
SLIDE 33
Individual antennas – TRM57971.00__NONE (L1)
SLIDE 34
Individual antennas – TRM57971.00__NONE (L2)
SLIDE 35
- Not all GNSS satellite antenna are luckily calibrated
- Estimation of satellite antenna corrections from IGS re-
processing campaign using global GNSS data
Satellite antenna calibration method
SLIDE 36
- GA robotic GNSS antenna calibration operational since 2014
- Several antennas previously did not have robot calibrations
Summary and conclusions
SLIDE 37
- Why we need to do antenna calibrations
- Antenna calibration history
- GA’s antenna calibration facility (ACF)
- Impact on estimated station position when using individual
PCVs
Overview
SLIDE 38
Credit: www.ngs.noaa.gov