Jun CHEN. Differential GNSS positioning with low-cost receivers. Background. Objective: Methods:

Similar documents
Ionospheric Correction and Ambiguity Resolution in DGPS with Single Frequency

Trimble Business Center:

Space Weather influence on satellite based navigation and precise positioning

New Tools for Network RTK Integrity Monitoring

Effect of Quasi Zenith Satellite (QZS) on GPS Positioning

GNSS Technologies. PPP and RTK

Asian Journal of Science and Technology Vol. 08, Issue, 11, pp , November, 2017 RESEARCH ARTICLE

Performance Analysis of GPS Integer Ambiguity Resolution Using External Aiding Information

Some of the proposed GALILEO and modernized GPS frequencies.

GNSS analysis software GSILIB for utilizing Multi- GNSS data

Precise positioning in Europe using the Galileo and GPS combination

One Source for Positioning Success

GNSS Technologies. PPP and RTK

ABSTRACT: Three types of portable units with GNSS raw data recording capability are assessed to determine static and kinematic position accuracy

Study and analysis of Differential GNSS and Precise Point Positioning

Accuracy assessment of free web-based online GPS Processing services and relative GPS solution software

COMPARISON OF RELATIVE AND ABSOLUTE PRECISION OF OHIO S WIDE AREA GPS NETWORK INCLUDING THE COMPARISON WITH ALTERNATIVE METHODS.

The Performance of RTK GPS Mapping In Urban Environments

Towards a EUREF Service Providing Real-time GNSS Clock and Orbit Corrections

ENGI 3703 Surveying and Geomatics

Bernese GPS Software 4.2

A GLONASS Observation Message Compatible With The Compact Measurement Record Format

Reliability Estimation for RTK-GNSS/IMU/Vehicle Speed Sensors in Urban Environment

Introduction to GNSS Base-Station

Influence of GPS Measurements Quality to NTP Time-Keeping

Kalman Filter Based Integer Ambiguity. Ionosphere and Troposphere Estimation

THE INFLUENCE OF ZENITH TROPOSPHERIC DELAY ON PPP-RTK. S. Nistor a, *, A.S. Buda a,

ION ITM Tokyo University of Marine Science and Technology H. Sridhara, N. Kubo, R.Kikuchi

ProMark 3 RTK. White Paper

Precise Point Positioning (PPP) using

AN ALGORITHM FOR NETWORK REAL TIME KINEMATIC PROCESSING

MGA Webinar Series : 1 Very Cheap RTK Receivers: Changing the Landscape of Positioning Services

EVALUATION OF ABSOLUTE AND RELATIVE CARRIER PHASE POSITIONING USING OBSERVATIONS FROM NAVIGATION-GRADE U-BLOX 6T RECEIVER

FieldGenius Technical Notes GPS Terminology

DECIMETER LEVEL MAPPING USING DIFFERENTIAL PHASE MEASUREMENTS OF GPS HANDHELD RECEIVERS

PRINCIPLES AND FUNCTIONING OF GPS/ DGPS /ETS ER A. K. ATABUDHI, ORSAC

Latest Developments in Network RTK Modeling to Support GNSS Modernization

Multisystem Real Time Precise-Point-Positioning, today with GPS+GLONASS in the near future also with QZSS, Galileo, Compass, IRNSS

Assessment of the Accuracy of Processing GPS Static Baselines Up To 40 Km Using Single and Dual Frequency GPS Receivers.

Transmission of RTK Corrections and Measurements using Optimal Coding

Trimble GPSNet 2.5 Software for GNSS Infrastructure: New Features. Martin Janousek - Trimble Technical Support - Infrastructure

Performances of Modernized GPS and Galileo in Relative Positioning with weighted ionosphere Delays

CHAPTER 2 GPS GEODESY. Estelar. The science of geodesy is concerned with the earth by quantitatively

Precise Positioning with NovAtel CORRECT Including Performance Analysis

COMPARISON OF GPS COMMERCIAL SOFTWARE PACKAGES TO PROCESSING STATIC BASELINES UP TO 30 KM

Performance Evaluation Of Real Time Precise Point Positioning (RT-PPP) In Static & Kinematic Modes In Egypt

Cost-effective precise positioning for geospatial applications

Wednesday AM: (Doug) 2. PS and Long Period Signals

New Developments of Inertial Navigation Systems at Applanix

Low-cost densification of permanent GPS networks for natural hazard mitigation: First tests on GSI s GEONET network

Multi-Constellation GNSS Precise Point Positioning using GPS, GLONASS and BeiDou in Australia

Broadcast Ionospheric Model Accuracy and the Effect of Neglecting Ionospheric Effects on C/A Code Measurements on a 500 km Baseline

Positioning with Single and Dual Frequency Smartphones Running Android 7 or Later

PERSPECTIVES OF FREE GNSS POST-PROCESSING SOFTWARE USING

Ultra-wideband Radio Aided Carrier Phase Ambiguity Resolution in Real-Time Kinematic GPS Relative Positioning

GPS PERFORMANCE EVALUATION OF THE HUAWEI MATE 9 WITH DIFFERENT ANTENNA CONFIGURATIONS

RTK Rover Performance using the Master-Auxiliary Concept

EFFECTS OF IONOSPHERIC SMALL-SCALE STRUCTURES ON GNSS

When do you expect Athena to be available for VS330? This is currently being beta-tested and will be released in the very near future.

al T TD ) ime D Faamily Products The RTD Family of products offers a full suite of highprecision GPS sensor positioning and navigation solutions for:

AN AUSTRALIAN PILOT PROJECT FOR A REAL TIME KINEMATIC GPS NETWORK USING THE VIRTUAL REFERENCE STATION CONCEPT

ProMark 500 White Paper

IMO WORLDWIDE RADIONAVIGATION SYSTEM (WWRNS) Study on Communication Techniques for High Accuracy DGPS in the Republic of Korea

Chapter 6 GPS Relative Positioning Determination Concepts

On the GNSS integer ambiguity success rate

Automated Quality Control of Global Navigation Satellite System (GNSS) Data

PPP with Ambiguity Resolution (AR) using RTCM-SSR

REAL-TIME GPS ATTITUDE DETERMINATION SYSTEM BASED ON EPOCH-BY-EPOCH TECHNOLOGY

A New Algorithm for GNSS Precise Positioning in Constrained Area

Proceedings of Al-Azhar Engineering 7 th International Conference Cairo, April 7-10, 2003.

Cycle Slip Detection in Single Frequency GPS Carrier Phase Observations Using Expected Doppler Shift

Achieving 30 cm Autonomous Single Frequency GPS positioning

Low-Cost GNSS for Geodetic Applications

Applications, Products and Services of GPS Technology

RTK Rover Performance using the Master- Auxiliary Concept

Development and assessment of a medium-range real-time kinematic GPS algorithm using an ionospheric information filter

Geodetic monitoring experiment by low-cost GNSS receivers and gogps positioning engine

High Precision GNSS RTK Navigation for Soldiers and Other Military Assets

Performance Evaluation of the Effect of QZS (Quasi-zenith Satellite) on Precise Positioning

GPS Field Experiment for Balloon-based Operation Vehicle

Cycle slip detection using multi-frequency GPS carrier phase observations: A simulation study

Exploiting the high precision capabilities of the Hellenic Positioning System - HEPOS

Integer Ambiguity Resolution for Precise Point Positioning Patrick Henkel

GNSS & Coordinate Systems

VARIATION OF STATIC-PPP POSITIONING ACCURACY USING GPS-SINGLE FREQUENCY OBSERVATIONS (ASWAN, EGYPT)

Accurate High-Sensitivity GPS for Short Baselines

Rover Processing with Network RTK and

Improved Ambiguity Resolution by an Equatorial Ionospheric Differential Correction for Precise Positioning

Geo++'s Experiments on Android GNSS Raw Data

The Kingdom Of Saudi Arabia GNSS Real Time Kinematic Network (MRTN) And Beyond (A Case Study for High Accuracy VRS Correction Test)

Accuracy Evaluation Internet-Based GNSS for Kinematic Surveying the Case Study in Thailand

GPS Position Estimation Using Integer Ambiguity Free Carrier Phase Measurements

UCGE Reports Number 20054

EXPERIMENTAL RESULTS OF LEX CORRECTIONS USING FARMING MACHINE

Modelling GPS Observables for Time Transfer

Performance of Research-Based N-RTK Positioning System in ISKANDAR Malaysia

A Positon and Orientation Post-Processing Software Package for Land Applications - New Technology

PRECISE RECEIVER CLOCK OFFSET ESTIMATIONS ACCORDING TO EACH GLOBAL NAVIGATION SATELLITE SYSTEMS (GNSS) TIMESCALES

Ambiguity Resolution (PPP-AR) For Precise Point Positioning Based on Combined GPS Observations

International Journal of Scientific & Engineering Research, Volume 6, Issue 8, August ISSN

Transcription:

Jun CHEN Differential GNSS positioning with low-cost receivers Duration of the Thesis: 6 months Completion: May 2013 Tutor: Prof. Dr. sc.-techn. Wolfgang Keller Dr. Maorong Ge (Potsdam-GFZ) Examiner: Prof. Dr. sc.-techn. Wolfgang Keller Background The Global Navigation Satellite System (GNSS) can provide geo-spatial positioning anytime and anywhere, it is widely used and GNSS receivers become the most popular location sensor nowadays. In most cases, geodetic GNSS receivers are used to do positioning and navigation. However, within the rapid development in GNSS receiver hardware technologies in recent years, low-cost GNSS receivers appear to meet people s needs. The motivation to work with low-cost receivers arises from the high cost of geodetic receivers. For saving costs, low-cost receivers become more and more widely used, especially in some small regions of interest such as monitoring for land sliding and so on. Objective: Our master thesis, at present, is aimed at studying and developing a data processing strategy or a software to do double differenced precise positioning with low-cost receivers. In this processing strategy, a geodetic receiver is set to be the reference receiver, and a low-cost receiver is set to be the roving receiver. We do not take real-time observations to do positioning, but we use the observations which have been observed for a period of time. This observation is transferred into RINEX format. This data processing strategy is used to decode the measurements from low-cost single frequency GPS receivers, collect instant RTK corrections from the geodetic dual frequency GPS receiver, and resolve integer ambiguities and output positioning solutions epoch by epoch. Methods: This data processing strategy mainly includes: 1

Read RINEX data Error model development Parameter estimation Quality control Ambiguity fixing *.obs (epoch by epoch) *.nav (broadcast ephemeris) Error budgets Double differential positioning Sequential least square estimation Static/Kinematic mode DIA-test principle Multi-outliers/cycle slips detection LAMBDA algorithm, Ratio Test Partial ambiguity fixing Estimated Result Precise coordinate Figure 1 flowchart of data processing Quality control. DIA-test principle is introduced to detect and adapt outlier/cycle slip in measurements. The improvement of multi-outliers/cycle slips detection is made in this part. Figure 2 flowchart of DIA-test principle Ambiguity fixing. To reach the best precision and reliable results, LAMBDA algorithm and ratio test are used for fixing ambiguity. An improvement is designed to shorten ambiguity fixing time in this part. "float" solution Estimate position and ambiguities Ambiguity fixing Estimate integer ambiguities "fixed" solution Estimated precise position Figure 3 flowchart of ambiguity resolution 2

Results The detail of test data is: Table 6.1 information of test data Data name Reference receiver Rover receiver Baseline Length Observation Time (Dual-frequency) (Single-frequency) Ublox short TRIMBLE NetR5 Ublox about 0.1m 24.08.2012 Ublox long TRIMBLE NetR5 Ublox about 3km 24.08.2012 The testing procedures are: - choose 2 hour length data. Test the ambiguity fixing efficiency and the fixed ENU (East, North and Up) precision; - choose 100 groups of data randomly. Each group has the same length of observation time. This procedure is aimed at testing the improved efficiency of partial ambiguity fixing, as well as the calculated ENU precision. In Static positioning mode, the test results are: Figure 4 ratio test and fixed ENU result of Ublox short (static, 2h) Figure 5 ratio test and fixed ENU result of Ublox long (static, 2h) 3

In kinematic positioning mode, the result can be shown as: Figure 6 ratio test and fixed ENU result Ublox short (Kinematic, 2h) Figure 7 ratio test and fixed ENU result of Ublox long (kinematic, 2h) Conclusion In this thesis, the following issues are addressed and solved: 1. Through setting different weight to the code and carrier phase observation, the large noise effect is reduced and precise result is available. 2. DIA-test principle is valid in outlier and cycle slips detection as well as reparation for low-cost GNSS receiver s data. Multi-outlier/cycle slips detection are applied successfully in the software, which can avoid error coupling in the observations. 3. Partial ambiguity fixing to shorten ambiguity fixing time is applied. From the test results, it is clear that partial ambiguity fixing method can improve the ambiguity fixing efficiency and shorten ambiguity fixing time significantly. 4. From the result of test data, it shows that the positioning precision in static mode is better than kinematic mode. In addition, the precision of result is much better when the baseline is shorter. 4

References Sebber, G. (2003): Satellite Geodesy. De Gruyter, Berlin, New York. Teunissen, P.J.G. (1994): A New Method for Fast Carrier Phase Ambiguity Estimation, Proceedings IEEE Position Location and Navigation Symposium PLAN94, Las Vegas, 11-15 April, 1994, pp. 562-573. 5