ION GNSS 2011 FILLING IN THE GAPS OF RTK WITH REGIONAL PPP

Similar documents
Filling in the gaps of RTK with Regional PPP

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

ORBITS AND CLOCKS FOR GLONASS PPP

A Novel Device for Autonomous Real-Time Precise Positioning with Global Coverage

AUTONOMOUS ISOTROPY-BASED INTEGRITY USING GPS AND GLONASS

MAGICGNSS RTCM-BASED SERVICE, A LEAP FORWARD TOWARDS MULTI- GNSS HIGH ACCURACY REAL-TIME PROCESSING

magicgnss: QUALITY DATA, ALGORITHMS AND PRODUCTS FOR THE GNSS USER COMMUNITY

Precise Positioning with NovAtel CORRECT Including Performance Analysis

Introduction to GNSS Base-Station

Precise Positioning GNSS Applications

PPP for Advanced Precise Positioning Applications, Including Reliability Bound

GPS STATIC-PPP POSITIONING ACCURACY VARIATION WITH OBSERVATION RECORDING INTERVAL FOR HYDROGRAPHIC APPLICATIONS (ASWAN, EGYPT)

Comparative analysis of GNSS Real Time Kinematic methods for navigation

One Source for Positioning Success

Global Correction Services for GNSS

Galileo, an Ace Up in the Sleeve for PPP Techniques

ION GNSS Galileo, an ace up in the sleeve for PPP techniques

Positioning Techniques. João F. Galera Monico - UNESP Tuesday 12 Sep

Precise GNSS Positioning for Mass-market Applications

EFTF 2012 Smartphone application for the near-real time synchronization and monitoring of clocks through a network of GNSS receivers

RTCM State Space Representation (SSR) Overall Concepts Towards PPP-RTK

Kalman Filter Based Integer Ambiguity. Ionosphere and Troposphere Estimation

GLONASS-based Single-Frequency Static- Precise Point Positioning

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

Modelling GPS Observables for Time Transfer

Fast convergence of Trimble CenterPoint RTX by regional augmentation

New Approach for Integrity Bounds Computation Applied to Advanced Precise Positioning Applications

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

Latest PPP Efforts at UNB ( )

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

Precise Point Positioning (PPP) using

GNSS Technologies. PPP and RTK

PPP Integrity for Advanced Applications, Including Field Trials with Galileo, Geodetic and Low-Cost Receivers and a Preliminary Safety Analysis

GNSS & Coordinate Systems

Quasi-Zenith Satellite System (QZSS)

Real-Time and Multi-GNSS Key Projects of the International GNSS Service

SERVIR: The Portuguese Army CORS Network for RTK

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

Affordable Differential GPS. Ben Nizette and Andrew Tridgell Australian National University CanberraUAV

Global Products for GPS Point Positioning Approaching Real-Time

Trimble Business Center:

GNSS Low-Cost High-Accuracy Receiver (L-CHAR)

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

Geodetic Reference via Precise Point Positioning - RTK

Positioning Australia for its farming future

SUPPORT OF NETWORK FORMATS BY TRIMBLE GPSNET NETWORK RTK SOLUTION

Enhancing global PPP with Local Ionospheric Corrections

Applications, Products and Services of GPS Technology

QZSS and LEX Signal. Performance of Real-Time Precise Point Positioning Using MADOCA-LEX Augmentation Messages. Outline

CONVERGENCE TIME IMPROVEMENT OF PRECISE POINT POSITIONING

Integer Ambiguity Resolution in Precise Point Positioning: Method Comparison and Real-Time Application

Precise Point Positioning Developments at GSD: Products, Services

Presented at the FIG Congress 2018, May 6-11, 2018 in Istanbul, Turkey

PPP with Ambiguity Resolution (AR) using RTCM-SSR

ProMark 3 RTK. White Paper

Effect of Quasi Zenith Satellite (QZS) on GPS Positioning

New Tools for Network RTK Integrity Monitoring

Compact multi-gnss PPP corrections messages for transmission through a 250 bps channel

Procedures for Quality Control of GNSS Surveying Results Based on Network RTK Corrections.

5G positioning and hybridization with GNSS observations

Generation of Consistent GNSS SSR Corrections

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

RTCM-SSR Strategy of Bias Treatment

PERSPECTIVES OF FREE GNSS POST-PROCESSING SOFTWARE USING

The IGS Real-time Pilot Project

MINOS Timing and GPS Precise Point Positioning

AUSPOS GPS Processing Report

GNSS Technologies. PPP and RTK

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

Asia Oceania Regional Workshop on GNSS Precise Point Positioning Experiment by using QZSS LEX

The Promise and Challenges of Accurate Low Latency GNSS for Environmental Monitoring and Response

Cost-effective precise positioning for geospatial applications

High Precision GNSS in Automotive

International Journal of Scientific & Engineering Research, Volume 7, Issue 12, December-2016

An introduction to RTKLIB open source GNSS processing software. Ryan Ruddick and Suelynn Choy

Evaluation of Multi-Constellation GNSS Precise Point Positioning (PPP) Techniques in Egypt

EXPERIMENTAL RESULTS OF LEX CORRECTIONS USING FARMING MACHINE

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

Some of the proposed GALILEO and modernized GPS frequencies.

GUIDANCE NOTES FOR GNSS NETWORK RTK SURVEYING IN GREAT BRITAIN

Detection of Abnormal Ionospheric Activity from the EPN and Impact on Kinematic GPS positioning

Geo++'s Experiments on Android GNSS Raw Data

Guochang Xu GPS. Theory, Algorithms and Applications. Second Edition. With 59 Figures. Sprin ger

Chapter 6 GPS Relative Positioning Determination Concepts

HIGH-ACCURACY SERVICES WITHIN THE GALILEO CS: FEASIBILITY, DRIVERS AND EXPECTED PERFORMANCE

Bernese GPS Software 4.2

Multi-GNSS real-time troposphere delay estimation

Sounding the Atmosphere Ground Support for GNSS Radio-Occultation Processing

Experiences with Fugro's Real Time GPS/GLONASS Orbit/Clock Decimeter Level Precise Positioning System

GAVIN DOCHERTY & CRAIG ROBERTS School of Surveying & Spatial Information Systems. University of NSW

ADVANCED GNSS ALGORITHMS FOR SAFE AUTONOMOUS VEHICLES

SSR Technology for Scalable Real-Time GNSS Applications

FieldGenius Technical Notes GPS Terminology

Study and analysis of Differential GNSS and Precise Point Positioning

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

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

Advances in GNSS Technology and it s Application to Tidal Derivation

New Developments of Inertial Navigation Systems at Applanix

Generating VRS Data Using Atmospheric Models: How Far Can We Go?

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

Transcription:

ION GNSS 2011 FILLING IN THE GAPS OF RTK WITH REGIONAL PPP SEPTEMBER 22 th, 2011 ION GNSS 2011. PORTLAND, OREGON, USA SESSION F3: PRECISE POSITIONING AND RTK FOR CIVIL APPLICATION C. García A. Mozo P. Navarro R. Píriz D. Rodríguez I. Rodríguez G. Tobías

OUTLINE RTK: Real Time Kinematic PPP: Precise Point Positioning Products for PPP Regional PPP Global VS Regional PPP, static mode RTK VS PPP, kinematic mode Conclusions and future work Page 2

RTK: REAL TIME KINEMATIC Differential positioning technique based on the use of dual-frequency carrier phase measurements of GNSS signals where a base station receiver at a well known, calibrated location transmits signal corrections in real time to one or several rover receivers. RTK corrections compensate atmospheric delay, orbital and clock errors, etc, increasing positioning accuracy up to the centimeter level. Almost instantaneous convergence due to integer ambiguity determination. Limited corrections applicability due to decorrelation between base station and rover conditions (ionosphere, troposphere ). Enhancing methods such as VRS allows performing RTK positioning in reference station networks with distances of up to 40 km. Page 3

PPP: PRECISE POINT POSITIONING Absolute positioning technique based on undifferenced, dual-frequency observations coming from a single GNSS receiver, together with detailed physical models and corrections, and precise GNSS orbit and clock products calculated beforehand. Additional corrections used to mitigate systematic effects which lead to centimeter variations in the undifferenced code and phase observations; phase wind-up corrections, satellite antenna offsets, station displacements due to tides (earth and oceanic), etc. PPP has the advantage versus RTK in that no base station or network of base stations is necessary -> a PPP client is completely independent. Ambiguities need to be estimated (without further enhancements) -> Convergence time needed, longer than in RTK. Page 4

PRODUCTS FOR PPP GMV: Infrastructure for generation of precise GNSS orbits and clocks. NTRIP NETWORK Product comparison VS IGS: Real Time: 0.3 ns and 6 cm for orbit vs IGS. Post-processing: 0.2 ns and 3 cm for orbit vs IGS. Quality monitored via PPP. PPV OFFLINE ODTS RT ODTS RT CLK RT PPP OFFLINE PPP Page 5

REGIONAL PPP PPP normally conceived as global positioning technique. Regional positioning providers do not necessarily need global coverage. PPP products from global network: Good performances everywhere Data collection complex and expensive Alternative -> Products from regional network: Range error good in coverage error only More feasible solution for service provider Page 6

GLOBAL VS REGIONAL PPP (1) Only local accuracy of reference products needed for high PPP quality. 24 hour PPP comparison with IGS final products and regional products. Regional products generated with 5 IGS stations in Australia and Brazil via magicgnss tool. Limited coverage, but enough for regional positioning. Page 7

GLOBAL VS REGIONAL PPP (2) Comparable position accuracy within the target country with respect to global PPP. Few millimetres error. Position accuracy degradation as distance from target are increases. Page 8

RTK VS PPP, POST-PROCESSING (1) Open field terrestrial trajectory, June 23 rd 2010, around 2.5 km, without obstacles that may reduce the visibility, of around 30 minute of duration. PPP: Regional network composed of 8 IGS stations in Europe. RTK: GAP1 (1 km from trajectory) used as base station. Page 9

RTK VS PPP, POST-PROCESSING (2) The rover estimated both by regional PPP and RTK using GAP1 as base station. Performances of the two positioning techniques comparable throughout all the trajectory (RMS position error in all 3 components is below 3cm). Page 10

RTK VS PPP, POST-PROCESSING (3) RTK based on single base station require few kilometres distance to ensure position accuracy. Analysis of the RTK performance degradation with respect to the distance between the rover and the base station. RTK process performed using as base station 5 different base stations. No base station available within less that 25 km from the rover/receiver -> regional PPP may me a better choice. Page 11

RTK VS PPP, REAL TIME (1) PPP is not a differential technique, it cannot resolve (without enhancements) integer carrier phase ambiguities -> Longer convergence period than RTK. Real time scenario for PPP and RTK comparison. 46 minutes data from GAP1 receiver via NTRIP. RTK: rtklib tool retrieves observation data from GAP1 and IGNE stations via NTRIP protocol. IGNE used as base station. PPP: GMV s core infrastructure used to generate real time products based on NTRIP European station network. Page 12

RTK VS PPP, REAL TIME (2) Comparison between the estimated coordinates for GAP1 station both with RTK and PPP in real time for the 46 minute observation period. PPP real time technique require longer convergence time than RTK due to the ambiguity estimation problem. After 35 minutes, real time PPP and RTK converge with comparable accuracy to the post-processing case. Page 13

CONCLUSSIONS, FUTURE WORK Regional PPP has shown comparable positioning accuracy to PPP with global products and RTK, both with static and kinematic data. Regional PPP has shown to be a plausible solution for obtaining high position precision for local environments with minimal investment and avoiding external dependency. Regional PPP can be used as a valid complement for areas with RTK coverage but sparse base station density. Convergence time needed by PPP in real time applications needs to be improved so that it can be a plausible alternative to RTK. PPP and RTK performances in real time with a moving rover still remains to be tested. Page 14

Thank you Guillermo Tobías GMV GNSS Department gtobias@gmv.com June 12, 2008