UNIT 1 - introduction to GPS

Similar documents
Global Positioning System: what it is and how we use it for measuring the earth s movement. May 5, 2009

An Introduction to GPS

Modelling GPS Observables for Time Transfer

Errors in GPS. Errors in GPS. Geodetic Co-ordinate system. R. Khosla Fall Semester

The Global Positioning System

The GLOBAL POSITIONING SYSTEM James R. Clynch February 2006

PDHonline Course L105 (12 PDH) GPS Surveying. Instructor: Jan Van Sickle, P.L.S. PDH Online PDH Center

GPS Milestones, cont. GPS Milestones. The Global Positioning Sytem, Part 1 10/10/2017. M. Helper, GEO 327G/386G, UT Austin 1. US GPS Facts of Note

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

GPS Global Positioning System

Fundamentals of GPS Navigation

Global Navigation Satellite Systems (GNSS)Part I EE 570: Location and Navigation

The Global Positioning System

Multipath and Atmospheric Propagation Errors in Offshore Aviation DGPS Positioning

GPS: The Basics. Darrell R. Dean, Jr. Civil and Environmental Engineering West Virginia University. Expected Learning Outcomes for GPS

GPS and Recent Alternatives for Localisation. Dr. Thierry Peynot Australian Centre for Field Robotics The University of Sydney

Global Navigation Satellite Systems II

Basics of Satellite Navigation an Elementary Introduction Prof. Dr. Bernhard Hofmann-Wellenhof Graz, University of Technology, Austria

CARRIER PHASE VS. CODE PHASE

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

FieldGenius Technical Notes GPS Terminology

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

EE 570: Location and Navigation

ESTIMATION OF IONOSPHERIC DELAY FOR SINGLE AND DUAL FREQUENCY GPS RECEIVERS: A COMPARISON

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

GNSS OBSERVABLES. João F. Galera Monico - UNESP Tuesday 12 Sep

Sources of Error in Satellite Navigation Positioning

PDHonline Course L105 (12 PDH) GPS Surveying. Instructor: Jan Van Sickle, P.L.S. PDH Online PDH Center

Monitoring the Ionosphere and Neutral Atmosphere with GPS

Integer Ambiguity Resolution for Precise Point Positioning Patrick Henkel

What is a GPS How does GPS work? GPS Segments GPS P osition Position Position Accuracy Accuracy Accuracy GPS A pplications Applications Applications

t =1 Transmitter #2 Figure 1-1 One Way Ranging Schematic

Global Positioning System (GPS) Positioning Errors During Ionospheric Scintillation Event. Keywords: GPS; scintillation; positioning error

GPS Error and Biases

ENGRG Introduction to GIS

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

Leveling By Using Global Positioning System

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

Digital Land Surveying and Mapping (DLS and M) Dr. Jayanta Kumar Ghosh Department of Civil Engineering Indian Institute of Technology, Roorkee

Principles of the Global Positioning System Lecture 19

GPS Glossary Written by Carl Carter SiRF Technology 2005

Security of Global Navigation Satellite Systems (GNSS) GPS Fundamentals GPS Signal Spoofing Attack Spoofing Detection Techniques

NR402 GIS Applications in Natural Resources

Introduction to GNSS

GPS for. Land Surveyors. Jan Van Sickle. Fourth Edition. CRC Press. Taylor & Francis Group. Taylor & Francis Croup, an Informa business

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

2. GPS and GLONASS Basic Facts

GPS POSITIONING GUIDE

Introduction to the Global Positioning System

ENGI 3703 Surveying and Geomatics

Radar Probabilistic Data Association Filter with GPS Aiding for Target Selection and Relative Position Determination. Tyler P.

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

Effect of Quasi Zenith Satellite (QZS) on GPS Positioning

E. Calais Purdue University - EAS Department Civil 3273

3D-Map Aided Multipath Mitigation for Urban GNSS Positioning

Introduction to Global Navigation Satellite System (GNSS) Signal Structure

Introduction to GNSS

GLOBAL POSITIONING SYSTEMS. Knowing where and when

Research on GNSS Interoperable Parameters

Phase Center Calibration and Multipath Test Results of a Digital Beam-Steered Antenna Array

GPS: History, Operation, Processing

GPS: History, Operation, Processing

Bernhard Hofnlann-Wellenhof Herbert Lichtenegger Elmar Wasle. GNSS - Global Navigation Satellite Systenls. GPS, GLONASS, Galileo, and nl0re

APPENDIX GPS TERMINOLOGY

LOCAL IONOSPHERIC MODELLING OF GPS CODE AND CARRIER PHASE OBSERVATIONS

LocataNet: Intelligent time-synchronised pseudolite transceivers for cm-level stand-alone positioning

Bernese GPS Software 4.2

Every GNSS receiver processes

GPS Tutorial Trimble Home > GPS Tutorial > How GPS works? > Triangulating

Data acquisition and integration 3.

What is GPS? Whyuse GPS? It swhere the moneyis

GNSS Technologies. GNSS Acquisition Dr. Zahidul Bhuiyan Finnish Geospatial Research Institute, National Land Survey

GNSS Technologies. PPP and RTK

Global Positioning Systems (GPS) Trails: the achilles heel of mapping from the air / satellites

Time Transfer with Integer PPP (IPPP) J. Delporte, F. Mercier, F. Perosanz (CNES) G. Petit (BIPM)

Resection. We can measure direction in the real world! Lecture 10: Position Determination. Resection Example: Isola, Slovenia. Professor Keith Clarke

3. Radio Occultation Principles

Satellite-Induced Multipath Analysis on the Cause of BeiDou Code Pseudorange Bias

Introduction to DGNSS

Chapter 6 GPS Relative Positioning Determination Concepts

Effect of errors in position coordinates of the receiving antenna on single satellite GPS timing

Lecture 1 GNSS measurements and their combinations

PDHonline Course L105 (12 PDH) GPS Surveying. Instructor: Jan Van Sickle, P.L.S. PDH Online PDH Center

The Benefits of Three Frequencies for the High Accuracy Positioning

Accuracy Assessment for Processing GPS Short Baselines using Ionosphere-Free Linear Combination

Orion-S GPS Receiver Software Validation

UCGE Reports Number Augmentation of GPS with Pseudolites in a Marine Environment. Thomas G. Morley. Department of Geomatics Engineering

GNSS Surveying & Processing (A Surveyors Peek Behind the Curtain) Presented by Jeff Clark, PLS

Foreword by Glen Gibbons About this book Acknowledgments List of abbreviations and acronyms List of definitions

A GPS RECEIVER DESIGNED FOR CARRIER-PHASE TIME TRANSFER

Introduction to the Global Positioning System

Introduction to NAVSTAR GPS

Principles of Global Positioning Systems Spring 2008

Locata: A New Positioning Technology for High Precision Indoor and Outdoor Positioning

SPEEDING UP FILTER CONVERGENCE IN HIGH PRECISION, VERY LARGE AREA KINEMATIC NAVIGATION

Lab Assignment #3 ASE 272N/172G Satellite Navigation Prof. G. Lightsey Assigned: October 28, 2003 Due: November 11, 2003 in class

What is GPS? GPS Position Accuracy. GPS Applications. What is a GPS. How does GPS work? GPS Segments

A GLONASS Observation Message Compatible With The Compact Measurement Record Format

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

GNSS Doppler Positioning (An Overview)

Transcription:

UNIT 1 - introduction to GPS 1. GPS SIGNAL Each GPS satellite transmit two signal for positioning purposes: L1 signal (carrier frequency of 1,575.42 MHz). Modulated onto the L1 carrier are two pseudorandom noise (PRN) ranging codes and the navigation (broadcast) message. The codes (used to determine the pseudo-ranges) are (a) the 1 millisecond-long C/A-code (chipping rate about 1 MHz); (b) the weeklong segment of the P-code (chipping rate about 10 MHz). The navigation (broadcast) message includes orbital information (ephemeris), the offset dt of the satellite clock from the GPS system time, information on the health of the satellite and the expected accuracy of the range measurements (UERE). The message contains also almanac data for other satellites (used by the receiver to determine the location of each satellite). For receivers that track the weeklong P-code, the broadcast message includes a special hand-over word (HOW), that tells the receiver where in the P-code to start searching. L2 signal (carrier frequency of 1,227.60 MHz) is modulated by the P-code and the navigation message the C/A code is not present. Figure 1. How the different components of the GPS signal are combined. After Langley (1990) The PRN codes are unique for each satellite and the correlation between any pair of codes is very low. This allows all satellites to share the same carrier frequency. There are basically two methods to deny civilians full use of the GPS system: Selective Availability (SA) - adding noise to the clock and ephemeris in the navigation message (SA has been turned off in 2000) Anti-spoofing (AS)- the P-code is encrypted (Y-code) and available to military users only. Ref. Langley R. (1990), Why is the GPS signal so complex?, GPS World, May/June, p. 56.

(After Hoffmann-Wellenhof et al. (1997), GPS: Theory and Practice, 4 th Ed., Springer.) 2. GPS OBSERVABLES The pseudorange. The GPS receiver measures the distance (pseudorange) between the satellite and the antenna by measuring the time the signal takes to propagate from the satellite to the receiver. The pseudorange is this time offset multiplied by the speed of light. The pseudorange is biased by the lack of time synchronization between the clock in the GPS satellite and the clock in the GPS receiver. Other bias effects include the ionosphere and troposphere delay, multipath and receiver noise. The equation for the pseudorange observable is p= ρ+ c ( dt dt)+ d + d + ε where p is the pseudorange, ρ is the geometric range to the satellite, c is the speed of light, dt and dt are the offsets of the satellite and receiver clock from the GPS time, d ion and d trop the delays imparted by the ionosphere and troposphere and ε p represents the effect of multipath and receiver noise. The receiver coordinates are hidden in the geometric range ρ. Figure 2. How the pseudorange is measured, after Langley (1998), in GPS for Geodesy, p. 151. Carrier phase. A more precise observable than the pseudo-range is the phase of the received carrier with respect to the phase generated by an oscillator in the GPS receiver. The difference between the

received carrier and the receiver generated one is called the carrier beat phase. The problem is that the GPS receiver cannot distinguish one cycle of a carrier from another. The receiver measures the fractional phase, and keeps track of changes to the phase. The initial phase is undetermined, or ambiguous, by an integer number of cycles N. If we convert the carrier beat phase into an equivalent distance by multiplying by the carrier wavelength λ, we get Φ= ρ+ c ( dt dt)+ λ N + d + d + ε which is very similar to the pseudorange expression, the major difference being the presence of the ambiguity term λ N. Linear combinations. We can form what are known as between-receivers (or between- satellites) differences to obtain new observable with significantly reduced errors. Figure 3. Linear combinations. After Langley (1993). The between-receivers single difference (two different receivers tracking the same satellite) - eliminates the satellite clock offset Φ = ρ c dt + λ N + d + d + ε The between-satellites single difference (one receiver tracking two satellites) - eliminates the receiver clock offset Φ = ρ c dt + λ N + d + d + ε The double difference (we can difference either the between receivers or the between-satellite difference pairs) - eliminate both the receiver and satellite clock offset Φ = ρ+ λ N + d + d + ε

The LC (ionosphere free) combination. The linear combination of the L1 and L2 phase measurements reduces the effect of the ionosphere, but may amplify other sources of error 2 2 fl1 fl2 ΦLC = ΦL Φ 2 2 1 2 f f f f L1 L2 L1 2 L2 L2 Wide-lane and narrow-lane combinations (applied for ambiguity resolution) λ WL ΦL1 ΦL2 ΦL1 ΦL2 φwl = λnl = + m λl1 λl2 λl1 λl2 c c = 086. m λnl = 011. m f f f + f L1 L2 L1 L2 Ref. Langley R. (1993), The GPS observables, GPS World, April, p. 52. 3. ERROR BUDGET. Both systematic errors (biases) and random noise affect the code pseudoranges p and phase pseudoranges Φ. The error sources can be classified into three groups (see Table 6.1) (After Hoffmann-Wellenhof et al. (1997), GPS: Theory and Practice, 4 th Ed., Springer.) UERE stands for User Equivalent Range Error. After Langley (1997)

Orbital Errors /Clock Bias/Measurement Noise: As mentioned earlier, GPS signals contain information about ephemeris (orbital position) errors, and about the rate of clock drift for the broadcasting satellite. The data concerning ephemeris errors may not exactly model the true satellite motion or the exact rate of clock drift. Distortion of the signal by measurement noise can further increase positional error. The disparity in ephemeris data can introduce 1-5 meters of positional error, clock drift disparity can introduce 0-1.5 meters of positional error and measurement noise can introduce 0-10 meters of positional error (see Table 6.2). (After Hoffmann-Wellenhof et al. (1997), GPS: Theory and Practice, 4 th Ed., Springer.) Signal propagation: The ionosphere and troposphere both refract the GPS signals. This causes the speed of the GPS signal in the ionosphere and troposphere to be different from the speed of the GPS signal in space. Therefore, the distance calculated from "Signal Speed x Time" will be different for the portion of the GPS signal path that passes through the ionosphere and troposphere and for the portion that passes through space. Multipath: A GPS signal bouncing off a reflective surface prior to reaching the GPS receiver antenna is referred to as multipath. Because it is difficult to completely correct multipath error, even in high precision GPS units, multipath error is a serious concern to the GPS user. Selective Availability (turned off in January 2000): Ephemeris errors should not be confused with Selective Availability (SA), which is the intentional alteration of the time and ephemeris signal by the Department of Defense. SA can introduce 0-70 meters of positional error. Fortunately, positional errors caused by SA can be removed by differential correction. Dilution of Precision (DOP). The UERE is mapped into the computed position by a geometrical factor called DOP. The DOP is a mathematical function involving the relative coordinates of the receiver and the satellite and can be easily computed for a particular satellite arrangement. The more spread out the satellites are in the sky, the smaller the DOP value. A typical value for the horizontal dilution of precision (HDOP), assuming that a receiver is processing the signals of 4 satellites only, is 2.0. Ref. - Langley, R. B. (1997), The GPS error budget. GPS World, Vol. 8, No. 3, pp. 51-56.