Experimental Results from “BigAnt”, a Large Format Antenna for High Quality Geodetic Ground Stations Gerald Mader National Geodetic Survey (NGS) Silver.

Slides:



Advertisements
Similar presentations
SVN-49 Signal Anomaly Presented by Tom Stansell GPSW POC: Lt. Col. James Lake, Ph.D.
Advertisements

GNSS Absolute Antenna Calibration at the National Geodetic Survey Andria Bilich & Gerald Mader Geosciences Research Division National Geodetic Survey.
GNSS Absolute Antenna Calibration at the National Geodetic Survey Background Gerald L Mader 2, Andria L Bilich 1, Charles Geoghegan 3 1 National Geodetic.
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…
Effects of azimuthal multipath heterogeneity and hardware changes on GPS coordinate time series Sibylle Goebell, Matt King
Limits of static processing in a dynamic environment Matt King, Newcastle University, UK.
1 Long-term Variation of the Magnet Alignment In SPring-8 Storage Ring Main events of magnet alignment Long-term monitoring Variation of magnet alignment.
Space Weather influence on satellite based navigation and precise positioning R. Warnant, S. Lejeune, M. Bavier Royal Observatory of Belgium Avenue Circulaire,
GTECH 201 Session 08 GPS.
GNSS Absolute Antenna Calibration at the National Geodetic Survey Andria Bilich & Gerald Mader Geosciences Research Division National Geodetic Survey With.
Estimating Atmospheric Water Vapor with Ground-based GPS.
13/06/13 H. Rho Slide 1 Geodetic Research Laboratory Department of Geodesy and Geomatics Engineering University of New Brunswick Evaluation of Precise.
9.1 – 9.2 Exploring Circles Geometry.
Geodetic Survey Division EARTH SCIENCES SECTOR Slide 1 Real-Time and Near Real-Time GPS Products and Services from Canada Y. Mireault, P. Tétreault, F.
DISCUSSION SESSION 3: FUTURE PPP USER SOLUTIONS GNSS PPP W ORKSHOP : R EACHING F ULL P OTENTIAL J UNE 2013, O TTAWA What will near-term PPP user.
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.
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.
Mr.Samniang Suttara B.Eng. (Civil), M.Eng. (Survey) Topcon Instruments (Thailand) Co.,Ltd. Tel Satellite Surveying.
Modern Navigation Thomas Herring MW 11:00-12:30 Room A
VRS Network The Magic Behind the Scene
Heavy & Highway GNSS & Total Stations Basics
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.
Antenna Techniques to Optimize Pseudorange Measurements for Ground Based Ranging Sources Jeff Dickman Ohio University Avionics Engineering Center The 29.
Compatibility of Receiver Types for GLONASS Widelane Ambiguity Resolution Simon Banville, Paul Collins and François Lahaye Geodetic Survey Division, Natural.
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,
GOCE Workshop at ESA LP Symposium, Bergen, 29./30.June, 2010 Precise Science Orbits for the GOCE Satellite – Aiming at the cm-level H. Bock 1, A. Jäggi.
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;
B ≥ 4 H & V, KNOWN & TRUSTED POINTS? B LOCALIZATION RESIDUALS-OUTLIERS? B DO ANY PASSIVE MARKS NEED TO BE HELD? RT BASE WITHIN CALIBRATION (QUALITY TIE.
BEPCII Prealignment Installation Survey and Alignment Accelerator Center of IHEP Xiaolong Wang
GNSS Absolute Antenna Calibration at the National Geodetic Survey
A Geodesist’s View of the Ionosphere Gerald L. Mader National Geodetic Survey Silver Spring, MD.
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 ,
GPS: Everything you wanted to know, but were afraid to ask Andria Bilich National Geodetic Survey.
GPS Multipath and its Relation to Near-Surface Reflectivity Slide 1/14 Natasha Whitney Harvard University National Geodetic Survey/NOS Mentor:
1 SVY 207: Lecture 12 GPS Error Sources: Part 2 –Satellite: ephemeris, clock, S/A, and A/S –Propagation: ionosphere, troposphere, multipath –Receiver:antenna,
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.
Circumferences & Areas of Circles. Circle information Defn: Points on a plane that are equidistant from a given point (CENTER). Radius: From center to.
Three-Method Absolute Antenna Calibration Comparison Andria Bilich (1), Martin Schmitz (2), Barbara Görres (3), Philipp Zeimetz (3), Gerald Mader (1),
Challenges and Opportunities in GPS Vertical Measurements “One-sided” geometry increases vertical uncertainties relative to horizontal (~3:1) so longer.
1 Introduction to GPS Mayur Shah (
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.
GNSS Background for OPUS Projects Gerald L. Mader National Geodetic Survey Silver Spring, MD GNSS Background.
Challenges and Opportunities in GPS Vertical Measurements “One-sided” geometry increases vertical uncertainties relative to horizontal and makes the vertical.
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.
GPS ANTENNA CALIBRATION AT THE NATIONAL GEODETIC SURVEY Dr. Gerald L. Mader Geosciences Research Division National Geodetic Survey, NOS/NOAA Silver Spring,
SC – VRS Network To Support Surveying and Machine Control.
Objective: Solve equations using area circumference, diameter, and radius.
Yacht Navigation Support Systems Communications and Networking Systems Prof. Igor Bisio DITEN Via Opera Pia 13, 16145, Genoa Tel Fax
AXK/JPL SBAS Training at Stanford University, October 27-30, 2003 Satellite Based Augmentation Systems Brazilian Ionosphere Group Training at Stanford.
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.
Errors in Positioning Matt King, Newcastle University, UK.
Limits of static processing in a dynamic environment Matt King, Newcastle University, UK.
Limits of static processing in a dynamic environment Matt King, Newcastle University, UK.
Elevation angle and phase residuals for single satellite
Geodesy & Crustal Deformation
Principles of the Global Positioning System Lecture 17
Appliance of IceCORS network 2017 by Dalia Prizginiene
11.4 Circumference and Arc Length
Understanding what sh_gamit does
Elevation angle and phase residuals for single satellite
Circumference and Arc Length
Track Output Interpretation
Track Output Interpretation
GNSS Background for OPUS Projects
Suggested Guidance for OPUS Projects Processing
Presentation transcript:

Experimental Results from “BigAnt”, a Large Format Antenna for High Quality Geodetic Ground Stations Gerald Mader National Geodetic Survey (NGS) Silver Spring, MD USA Andria Bilich National Geodetic Survey (NGS) Boulder, CO USA Dmitry Tatarnikov Topcon Positioning Systems Moscow, Russia

Background All GNSS antennas sacrifice performance to be man-portable Permanent networks can use antennas optimized for performance without regard to size or weight (within reason) Thanks to Dmitry Tatarnikov & Topcon we have prototypes to test

BigAnt 3m “Standard” Chokering High-Impedance Ground Plane

BigAnt with Radome

Chokering & BigAnts 34m 44m Chokering BigAnt-2 BigAnt-1

Another View 34m 44m Chokering BigAnt-2 BigAnt-1

Test Setup Receivers: Septentrio AsteRx2eH (tracks both BigAnt-2 & chokering) Topcon Net-G3A on BigAnt-1 & BigAnt-2

Test Plan Antenna Calibration for BigAnt PPP solutions for Chokering & BigAnt Compare linear combinations & quality factors

Relative Antenna Calibration Summary Reference Antenna Test Antenna 44 m Get L1 & L2 Phase Center Offsets (PCO) of test antenna with respect to reference From single differences solve for clock & Phase Center Variation (PCV) Use absolute calibration for reference to convert test antenna to absolute Since: geometry removed no troposphere no ionosphere no relative clock Problems: limited sky coverage poor coverage at zenith no azimuth solution multipath Residuals show only remaining effect – PCV

L1 L2 With the positions known, and the relative clocks removed, and with no propagation effects, the phase residuals clearly show the relative PCV as a function of elevation. These residuals are averaged in 5° bins to produce the PCV that goes into the antenna calibration file. Single Difference Phase Residuals vs. Elevation

Absolute Antenna Phase Center Variation (PCV) for BigAnt-1 & D/M_T Choke Ring The absolute calibration of the choke ring antenna is used to convert the relative calibration of BigAnt into an absolute calibration. The PCVs & PCOs for the standard choke ring and BigAnt (standard choke ring + high impedance ground plane) are shown here. PCV (mm)

GIPSY PPP – phase residual  Concrete tiles resting on surface > 200kg

GIPSY PPP positions - vertical Weather station 13km away Concrete tiles resting on surface > 200kg

BigAnt Sinking Day of year, 2014 meters

GIPSY Phase & Range Residual RMS vs Elevation All Satellites Phase Range cm m Chokering BigAnt-2 Elevation Mar RMS

BA2 - CR Single Difference Phase RMS vs Elevation All Satellites RMS (mm) BA2 - CR BA2 – BA1 L1 L2 BA2 - CR Elevation June RMS (mm)

BigAnt 2 – Choke Ring BigAnt 2 – BigAnt 1 DD Phase – PRN 13 Ion-Free, Fixed-Integer, Various Reference Satellites Elevation June DD Phase (m)

L1 Range Multipath - PRN 13 BigAnt Elevation June L1 Range Multipath (m) RMS = m RMS = m Choke Ring BigAnt

L2 Range Multipath - PRN 13 RMS = m RMS = m L2 Range Multipath (m) Elevation June Choke Ring BigAnt

WIDE LANE - PRN 13 RMS = cy RMS = cy BigAnt Choke Ring Wide Lane (cy) Elevation June

SIGNAL / NOISE RATIO - PRN 13 L1 L2 Choke Ring L1 L2 BigAnt Time (hr) Mar

RMS = RMS = Kinematic Phase Solution – Up Component BigAnt-2 - Choke Ring & BigAnt-2 – BigAnt-1 Time (hr) June RMS = RMS = Up RMS (m)

Corbin Richmond Possible Locations for NGS BigAnt

6” diameter outer piers 12” diameter inner pier Antenna foundations consists of a single 12-in. diameter center pier (located in the center of a 3.5-ft. radius circle with 8 6-in. diameter support piers evenly spaced along the circumference. All piers are schedule 40 PVC pipe filled with concrete and anchored to subsurface coral. The antenna foundation final pier heights are yet to be determined but should not exceed 3.0 ft. in height above the surrounding ground surface. The antenna will be fastened onto the foundation piers using 5/8-11-in. threaded rod imbedded in the top of each pier. ̴ 3’ ̴ 2-3’ 3.5’ Mounting BigAnt

Step 1 Step 2 Install Chokering on Central Pier. Take sufficient data. Assemble High- Impedance Ground Plane around Chokering Reference Antenna Get L1/L2 phase center positions Get L1/L2 PCOs & PCVs BigAnt Calibration

Last Words Improved SNR – L1: < 30° – L2: 10°– 90° Phase & Range multipath significantly improved Implications – Down-weighting low elevation data – Tropospheric solutions (vertical) – Interchannel range bias – Ionosphere solutions – Clock solutions Further testing is planned Poster Paper – Wednesday 11:00

Thank You ! Time for comments / questions ?