GPS ANTENNA CALIBRATION AT THE NATIONAL GEODETIC SURVEY Dr. Gerald L. Mader Geosciences Research Division National Geodetic Survey, NOS/NOAA Silver Spring,

Slides:



Advertisements
Similar presentations
Site Calibration for 3D GPS Operations
Advertisements

Experimental Results from “BigAnt”, a Large Format Antenna for High Quality Geodetic Ground Stations Gerald Mader National Geodetic Survey (NGS) Silver.
GNSS Absolute Antenna Calibration at the National Geodetic Survey Andria Bilich & Gerald Mader Geosciences Research Division National Geodetic Survey.
2013 Western Australia Surveying Conference
GNSS Absolute Antenna Calibration at the National Geodetic Survey Background Gerald L Mader 2, Andria L Bilich 1, Charles Geoghegan 3 1 National Geodetic.
Principles of the Global Positioning System Lecture 19 Prof. Thomas Herring Room A;
04/22/02EGS G STABILITY OF GLOBAL GEODETIC RESULTS Prof. Thomas Herring Room ;
BigAnt * Engineering and Experimental Results * Large Format Antenna for High Quality Geodetic Ground Stations Dmitry Tatarnikov 1, Gerald L Mader 2, Andria.
A quick GPS Primer (assumed knowledge on the course!) Observables Error sources Analysis approaches Ambiguities If only it were this easy…
RTN Methodologies & Best Practices Neil D. Weston National Geodetic Survey, NOS, NOAA Silver Spring, MD March 20, 2014.
R R R CSE870: Advanced Software Engineering (Cheng): Intro to Software Engineering1 Advanced Software Engineering Dr. Cheng Overview of Software Engineering.
1 GPS processing. Sat05_82.ppt, Directly from the observations 2.From differences (especially if vectors between points are to be determined)
GTECH 201 Session 08 GPS.
Introduction.
Surveying with the Global Positioning System Code Pseudo-Ranges
GNSS Absolute Antenna Calibration at the National Geodetic Survey Andria Bilich & Gerald Mader Geosciences Research Division National Geodetic Survey With.
What is GPS? GPS, which stands for Global Positioning System, is the only system today able to show you your exact position on the Earth anytime, in any.
13/06/13 H. Rho Slide 1 Geodetic Research Laboratory Department of Geodesy and Geomatics Engineering University of New Brunswick Evaluation of Precise.
1 Using CORS and OPUS for Positioning Richard Snay NOAA’s National Geodetic Survey GIS-T Charleston, West Virginia April 14, 2010.
GEODETIC INFRASTRUCTURE Walter Volkmann Manager of Technical Operations L. D. Bradley Land Surveyors Gainesville, Florida.
Antenna Techniques to Reduce Airborne User Dynamic Range Requirements Jeff Dickman JUP - Quarterly Review Winter
Relative vs Absolute Antenna Calibrations: How, when, and why do they differ? A Comparison of Antenna Calibration Catalogs Gerald L Mader 2, Andria L Bilich.
Remote Sensing and Active Tectonics Barry Parsons and Richard Walker Michaelmas Term 2011 Lecture 4.
Mission Planning and SP1. Outline of Session n Standards n Errors n Planning n Network Design n Adjustment.
Part VI Precise Point Positioning Supported by Local Ionospheric Modeling GS894G.
Common Marks. Datasheet Basics The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase,PROGRAM = datasheet,
Mr.Samniang Suttara B.Eng. (Civil), M.Eng. (Survey) Topcon Instruments (Thailand) Co.,Ltd. Tel Satellite Surveying.
What is GPS??? GPS is short for Global Positioning System
NGS GPS ORBIT DETERMINATION Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic.
Class 19 – NAVSTAR GPS, GLONASS and Galileo
Tripp Corbin, CFM, GISP CEO eGIS Associates, Inc. Relationships Matter.
Titelmaster Geometrical and Kinematical Precise Orbit Determination of GOCE Akbar Shabanloui Institute of Geodesy and Geoinformation, University of Bonn.
GPH 692 South Lake Tahoe Field Exercise 2012 GPS Work.
How Does GPS Work ?. Objectives To Describe: The 3 components of the Global Positioning System How position is obtaining from a radio timing signal Obtaining.
High Accuracy Nationwide Differential Global Positioning System (HA-NDGPS) UPDATE Jim Arnold September, 2009.
OPUS : Online Positioning User Service
Global Positioning System
EUREF Symposium, Paris, 6-8 June 2012 Impact of Individual GNSS Antenna Calibration Used in the EPN on Positioning Q. Baire, E. Pottiaux, C. Bruyninx,
GNSS Absolute Antenna Calibration at the National Geodetic Survey Gerald L Mader 2, Andria L Bilich 1 1 National Geodetic Survey, NOAA/NOS, Boulder CO;
Tools to help complete “Height Mod” Surveys OPUS & OPUS Projects Joe Evjen, Geodesist, NGS Height Modernization Eastern States Regional Tuesday, March.
NAVSTAR GPS Mike Mickelson KD8DZ 08 Dec GPS BASICS.
GNSS Absolute Antenna Calibration at the National Geodetic Survey
Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic Survey GPS Products & Services.
A Geodesist’s View of the Ionosphere Gerald L. Mader National Geodetic Survey Silver Spring, MD.
Calibration of geodetic (dual frequency) GPS receivers Implications for TAI and for the IGS G. Petit.
Airborne GPS Positioning with cm-Level Precisions at Hundreds of km Ranges Gerald L. Mader National Geodetic Survey Silver Spring, MD National Geodetic.
Evaluating Aircraft Positioning Methods for Airborne Gravimetry: Results from GRAV-D’s “Kinematic GPS Processing Challenge” Theresa M. Damiani, Andria.
Introduction to GPS/GNSS Introduction to Tidal and Geodetic Vertical Datums Corbin Training Center January 7, 2009 Jeff Little Guest Speaker ,
Introduction To Localization Techniques (GPS)
IGS Workshop 2008, June 2-6, Miami Beach First activities of the IGS Antenna Working Group — Comparison of ground- and space-based satellite antenna maps.
M. Gende, C. Brunini Universidad Nacional de La Plata, Argentina. Improving Single Frequency Positioning Using SIRGAS Ionospheric Products.
Three-Method Absolute Antenna Calibration Comparison Andria Bilich (1), Martin Schmitz (2), Barbara Görres (3), Philipp Zeimetz (3), Gerald Mader (1),
Topcon PG-A1 antenna TPSPG_A1+GP
GPS collection Survey Grade Receivers Mapping Grade Receivers Recreational Grade Receivers Differential correction Real time CORS beacon WAAS Subscription.
1 SVY 207: Lecture 12 Modes of GPS Positioning Aim of this lecture: –To review and compare methods of static positioning, and introduce methods for kinematic.
Research Paper: Accurate Real-Time Relative Localization Using Single-Frequency GPS Researchers: Will Hedgecock, Miklos Maroti, Akos Ledeczi, Peter.
GNSS Background for OPUS Projects Gerald L. Mader National Geodetic Survey Silver Spring, MD GNSS Background.
Geodetic Applications of GNSS within the United States Dr. Gerald L. Mader National Geodetic Survey NOS/NOAA Silver Spring, Maryland USA Munich Satellite.
Chalmers University of Technology Site-Dependent Electromagnetic Effects in High-Accuracy Applications of GNSS Jan Johansson and Tong Ning Chalmers University.
Investigation of the use of deflections of vertical measured by DIADEM camera in the GSVS11 Survey YM Wang 1, X Li 2, S Holmes 3, DR Roman 1, DA Smith.
IGARSS 2011, Vancuver, Canada July 28, of 14 Chalmers University of Technology Monitoring Long Term Variability in the Atmospheric Water Vapor Content.
The Global Positioning System Rebecca C. Smyth April 17 - May 2, 2001.
How Does GPS Work ?. The Global Positioning System 24+ satellites 20,200 km altitude 55 degrees inclination 12 hour orbital period 5 ground control stations.
Thomas Herring, IERS ACC, MIT
Principles of the Global Positioning System Lecture 17
Appliance of IceCORS network 2017 by Dalia Prizginiene
Antenna Working Group Progress on recommendations made at the 2016 IGS workshop in Sydney, Australia Presented to the IGS Governing Board and Associate.
GNSS Background for OPUS Projects
Suggested Guidance for OPUS Projects Processing
Progress in antenna calibrations — Recommendations
Presentation transcript:

GPS ANTENNA CALIBRATION AT THE NATIONAL GEODETIC SURVEY Dr. Gerald L. Mader Geosciences Research Division National Geodetic Survey, NOS/NOAA Silver Spring, MD

What is GPS Antenna Calibration? Determination of GPS antenna characteristics that are required for accurate geodetic positions. –What is the location of the point being positioned? –What does the antenna contribute to the observed phase measurements?

090 -π-π +π+π Ideal Point Antenna Connected to Phase Meter Source moves over spherical surface elv R = n.f λ 0.f λ

090 -π-π +π+π Typical Real Antenna Antenna Reference Point (ARP) Phase Center elv R = n.f λ 0.f λ 0°0° 90°

090 -π-π +π+π Typical Real Antenna ARP Phase Center 2 elv R = n.f λ 0.f λ

Our Hypothetical Experiment Shows That: A phase center may be estimated An offset and phase center variation (PCV) must be applied to yield correct distance to source Different phase centers, when corrected for offset and PCV give identical results There is no phase center for which PCV is zero – but can be minimized

Antenna Phase Center Variations (PCV) All real GPS antennas have a phase variation pattern These phase variations depend primarily on elevation Phase variations also depend on the physical components of the antenna and its environment Combine with satellite phase and are included in the observed phase

What’s The Effect of PCV? Applies an elevation dependent phase variation to the observed phase data –Makes height sensitive to elevation cutoff –Looks like troposphere variation - leads to incorrect tropo scale factors and heights –Especially pronounced for mixed-antenna baselines - 10cm height errors are not unusual –Mixed-antennas and longer baselines demand good antenna calibrations

How Can We Do Our Experiment In Practice? Could use Anechoic Chamber –Expensive –Scheduling Use GPS constellation, but … –Orbits not spherical on antenna –Satellite/receiver clocks mask antenna effects –Propagation variation masks antenna effects

Use Differential GPS Short baseline Standard reference antenna Relative calibrations Orbits errors cancel out Propagation cancels out Satellite clocks cancel out Receiver clocks solved for What’s left over is antenna contribution

5 m Reference AntennaTest Antenna GPS RCVR Clock Calibration Technique Δ = c 0 + ( b 1 θ + b 2 θ 2 + b 3 θ 3 + b 4 θ 4 ) - ( a 1 θ + a 2 θ 2 + a 3 θ 3 + a 4 θ 4 ) Δ = c 0 + ( b 1 - a 1 )θ + ( b 2 - a 2 ) θ 2 + ( b 3 - a 3 ) θ 3 + ( b 4 - a 4 ) θ 4 )

5 m 1.8 m North (Reference) Pier South (Test) Pier NGS Antenna Calibration Range, Corbin VA

5 m Reference AntennaTest Antenna GPS RCVR Clock Calibration Technique ANTCAL

Δ = b 0 + b 1 θ + b 2 θ 2 + b 3 θ 3 + b 4 θ 4

Sample from ANT_INFO.003 ASH A1 SNOW Geodetic III 'Whopper' (USCG) +radome NGS ( 7) 97/10/ AOAD/M_T Dorne Margolin T, chokerings (TurboRogue)NGS ( 0) 97/10/

Earth curvature causes different antennas to see the same satellite at different elevations. Absolute PCV of reference antennas cannot be assumed to be flat.

Reference AntennaTest Antenna Absolute Calibration θtθt θrθr Δ = a 1 ( θ t - θ r ) + a 2 ( θ t 2 - θ r 2 ) + a 3 ( θ t 3 - θ r 3 ) + a 4 ( θ t 4 - θ r 4 )

Reference AntennaTest Antenna Absolute Calibration θtθt θrθr Δ = c 0 + ( b 1 θ t + b 2 θ t 2 + b 3 θ t 3 + b 4 θ t 4 ) - ( a 1 θ r + a 2 θ r 2 + a 3 θ r 3 + a 4 θ r 4 )

Automated Absolute Field Calibration of GPS Antennas in Real-Time. Wübbena, G., Schmitz, M., Menge, F., Böder, V., Seeber, G., (2000). Proceedings of the 13 th International Technical Meeting of the Satellite Division of the Institute of Navigation, Salt Lake City, Utah. September , 2000.

Calibrating the L1 and L2 Phase Centers of a Block IIA Antenna

BLK II A Reference Surface L m L m LC m The locations of the L1/L2/LC phase centers above the reference surface for the BLK IIA Previously assumed L1, L2 LC phase centers

1.2 G ANTEX VERSION / SYST A PCV TYPE / REFANT END OF HEADER START OF ANTENNA LEIAT504GG TYPE / SERIAL NO ROBOT Geo++ GmbH METH / BY / # / DATE 5.0 DAZI ZEN1 / ZEN2 / DZEN 2 # OF FREQUENCIES # COMMENT # (C) Geo++ GmbH COMMENT … # Switzerland COMMENT # COMMENT created by ant2atx 25-SEP-06 15:13:56 COMMENT G01 START OF FREQUENCY NORTH / EAST / UP NOAZI … … ANTEX Format

Absolute Calibration Status Hardware is deployed at Corbin in temporary status Data collection software complete Tentative pan/tilt scenario complete Processing software is being written Expect to begin calibrations March ‘09

ISSUES IGS currently maintaining ANTEX file –Only IGS antennas –Only absolute calibrations Should avoid multiple versions of ANTEX –But multiple versions inevitable –Many more antennas than IGS uses NGS will probably continue relative ant_info file and establish companion ANTEX file

Why Do Antenna Calibrations? GPS determines position of antenna phase center Phase center must be related to physical point Phase center locations are not fixed Phase center locations depend on direction to satellite Phase center variation is different for each antenna type

NGS Antenna Calibration Permanent antenna testing facility at Corbin, VA Dedicated equipment and personnel Produce reliable antenna phase offsets/patterns for ‘all’ GPS antennas Evaluate reliability and repeatability of antenna measurements Establish public distribution of ‘standard’ antenna calibrations