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Thales GeoSolutions. Introduction to GPS. OBJECTIVES. By the end of this session you will be able to: List the 3 segments of the GPS system Explain how a range to a GPS satellite is obtained List the errors of the GPS system - PowerPoint PPT Presentation
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Thales GeoSolutions
Introduction to GPS
OBJECTIVES
By the end of this session you will be able to: List the 3 segments of the GPS system Explain how a range to a GPS satellite is obtained List the errors of the GPS system State the given accuracy of the GPS Standard
Positioning Service (SPS) Describe the characteristics of GPS signals Name & describe the three segments of the GPS
system
WHAT IS GPS?
Global Positioning System
GPS provides us with:
Worldwide, continuous, high accuracy, three dimensional position and velocity
Precise time transfer
GPS ACCURACY
Standard Positioning System (civilian)Single-frequency (L1) performance:
Position accuracy standard Global 95% horizontal error – 13 meters Global 95% vertical error – 22 meters
(L1) user performance given accuracy standard conditions Global 95% horizontal error – 33 meters Global 95% vertical error – 73 meters
Tests conducted June 2000
GPS ACCURACY
GPS single-FREQUECY (L1) all-in-view user performance:
Horizontal error statistics (95%) global average – 8.3 meters horizontal error (95%) worst site – 19.7 meters horizontal error
Vertical error statistics (95%) global average – 16.8 meters vertical error (95%) worst site – 44.0 meters vertical error
Tests conducted June 2000
GPS ACCURACY
Cumulative global distribution of 95% accuracy performance:
95% of the earth had better then 16.4 meters 95% single-frequency horizontal performance
95% of the earth had better then 29 meters 95% single-frequency vertical performance
Tests conducted June 2000
THE HISTORY OF GPS
1957 USSR LAUNCHES SPUTNIK 1964 USNSS TRANSIT SYSTEM OPERATIONAL 1973 US DOD NAVSTAR GPS DEVELOPMENT BEGINS 1985 GPS USED FOR OFFSHORE TASKS 1986 STARFIX DGPS SERVICE LAUNCHED 1989 SKYFIX GLOBAL DGPS SERVICE OPERATIONAL 1993 FULL GPS 2-D COVERAGE 1994 FULL GPS 3-D COVERAGE 1995-2000 GLONAS MERGE, INMARSAT NAV. 2000 SELECTIVE AVAILABILITY TURNED OFF
GPS NAVIGATION
ADVANTAGES OF GPS
For military users: User passive, jam resistant, selective access, low detectability, nuclear hardening, mil spec equipment. Receivers for all user classes - fighter aircraft, ships, tanks, bombers, soldiers, etc.
For civilian users: Low cost continuous positioning for general use Very high accuracy for industrial / commercial users.
NAVSTAR GPS CHARACTERISTICS 21 operational satellites & 3 active spares 12 HOURS, 20200km, NEAR CIRCULAR ORBITS Dual frequency: 1575.42 MHz & 1227.6 MHz TWO CODES:
C/A COARSE/ACQUISITION (civil users) P PRECISE (military & authorized users)
Accuracy of c/a code: (1.S.D.) 10-15m (no SA) 50m (S.A.Applied)
Carrier phase applications possible for high precision - stationary/low dynamic
GPS SEGMENTS
Control segment Monitor stations track all satellites Master control station injects updated orbit and clock data into satellites
Space segment 21 satellites plus 3 active spares in 6 orbit planes 12 hour 20,000 KILOMETRE orbits At least 4 satellites visible to any user at all times
User segment User set receive ranging signals from the satellites Compute position and velocity Many different types of receivers Civil and military users
THE GPS SEGMENTSG PS
G PS
G PS
G PS
GPS SYSTEM CONFIGURATION
GPS SEGMENTS
User segment User set receive ranging signals from the satellites Compute position and velocity Many different types of receivers Civil and military users
GPS CONTROL STATIONS
GPS CONSTELLATION
21 SATELLITES WITH 3 OPERATIONAL SPARES6 ORBITAL PLANES, 55 DEGREE INCLINATIONS
20,200 KILOMETRE, 12 HOUR ORBITS
THE GPS SATELLITE
THE GPS BLOCK 1 SATELLITE
GPS Block IIR SPACE VEHICLE
GPS SYSTEM - SPACE VEHICLES
GPS SATELLITE INSTALLATION
THE MS 750 GPS RECIEVER
GPS SIGNALS (Observables)
Signal L1 L2
Carrier Frequency 1575.42 1227.60
Wavelength 19 cm 24 cm
Codes C/A, P (P1) P (P2)
NAVDATA (ephemeris, clock corrections, etc)
GPS SIGNALS The p-code is clocked at 10.23 MHz and is 7 days long
(apparent wavelength = 30 Meters)
The c/a-code is clocked at 1.023 MHz and is 1ms long (apparent wavelength = 300 meters)
The c/a code is used to acquire a satellite
The c/a code provides the means to acquire the p-code
Under normal circumstances, the p-code is encrypted and referred to as the y-code
The navigation message can be decoded once either code is acquired and tracked
GPS SIGNALSC/A CODE
1023 bit binary sequence with a period of 1 millisecond
P CODE 2.34*1014 bit binary sequence with a period of 38
weeks
NAVIGATION MESSAGE Binary format of 1500 bits transmitted at 50hz
includes orbital, clock and ionospheric information
THE GPS NAVIGATION MESSAGE
EPHEMERIS TYPESPRECISE
Observed data from tracking stations available after approximately 10 days over the Internet
BROADCAST Available from the Navigation Message. Full
Kepler elements
ALMANAC Available from the Navigation Message. Reduced
Kepler elements, used for acquisition and predictions
THE C/A CODE AMBIGUITY
GPS ERROR SOURCES
Satellite clock offset from GPS time Satellite ephemeris Atmospheric delays (Ionosheric and
Tropospheric) Receiver clock offset from GPS time Receiver Multipath Receiver measurement noise Satellite geometry (-DOP) Selective Availability (SA) – Switched off May 2000
Thales GeoSolutions
Introduction to Differential GPS
OBJECTIVESBy the end of this session you will be able to: Explain why Differential corrections are needed Explain the operation of a differential correction
system Explain why time is critical in the application of
differential corrections Explain how dual-frequency DGPS operations
overcome Ionospheric delay Explain how SDGPS differs from DGPS Explain the techniques used in SDGPS & SkyFix-
XP
DIFFERENTIAL GPS Differential GPS is the use of a correction signal to improve
the accuracy of the Standard GPS DGPS utilizes GPS receivers at a fixed reference station and
at a mobile vehicle, vessel or user The GPS determined position of a reference station is
compared to it’s surveyed geodetic position from which a correction is derived
Some DGPS systems use the error in fix position, while others use individual satellite range errors to calculate the correction
The correction message is broadcast via a radio or satellite link
DIFFERENTIAL GPS PRINCIPLES
RTCM SC-104 MESSAGE TYPESRadio Technical Commission for Maritime Services
MESSAGE
TYPE NUMBER MESSAGE TYPE REMARKS
1* DIFFERENTIAL CORRECTION FINAL
2* DELTA DIFFERENTIAL CORRECTIONS FINAL
3* REFERENCE STATION PARAMETERS FINAL
4* SURVEYING TENTATIVE
5* CONSTELLATION HEALTH TENTATIVE
6 NULL FRAME FINAL
7* BEACON ALMANAC TENTATIVE
8* PSEUDOLITE ALMANAC TENTATIVE
9* HIGH RATE DIFFERENTIAL CORRECTIONS FINAL
10 P-CODE DIFFERENTIAL CORRECTIONS RESERVED
11 C/A CODE L1, L2 DELTA CORRECTIONS RESERVED
12 PSEUDOLITE STATION PARAMETERS NEW, RESERVED
13* GROUND TRANSMITTER PARAMETERS TENTATIVE
14 SURVEYING AUXILIARY MESSAGE NEW, RESERVED
15 IONOSPHERE (TROPOSPHERE) MESSAGE NEW, RESERVED
16 SPECIAL ASCII MESSAGE FINAL
17 EPHEMERIS ALMANAC NEW, RESERVED
18-59 UNDEFINED
60-63 DIFFERENTIAL LORAN-C MESSAGES NEW, RESERVED
* CHANGED SINCE 1987
CONSIDERATIONS FOR DGPS CORRECTIONS
Speed With SA on correction latency must be under 10 seconds
and with SA off must be under 50 seconds
Accuracy Must be free of errors
Range Must be capable of transmitting corrections from the
reference station to the work area
Distance Distance from reference station effects accuracy
INMARSAT COMMUNICATION SATELLITES
SKYFIX USES THE INMARSAT SYSTEM
CORRECTIONS ARE MONITORED 24/7
SKYFIX - NETWORK Operational since 1989
Global DGPS system using Inmarsat for broadcast
links
Also available over high-power SpotBeam links
World-wide network of >80 reference stations
Two control centers at Aberdeen and Singapore
provide 24 hour monitoring and quality control
Fully redundant equipment and links
SKYFIX CO-ORDINATIONS Existing control
GPS carrier phase data Broadcast Ephemeris Local/ITRF/DMA control used
Accuracy considered better than 2 meter using single reference station and better then 1-meter using multiple reference station network solution
SKYFIX CO-ORDINATION
CURRENT AND FUTURE CONTROL LOCAL GPS DATA REPROCESSED WITH IGS PRECISE EPHEMERIS (JPL) ADJUSTMENTS CONSTRAINED TO IGS EPOCH
1992.5 CO-ORDINATES
ACCURACY CONSIDERED TO BE BETTER THAN 5cm
SKYFIX - REFERENCE STATIONS Dual equipment, redundancy of communications Typically 12 channel Trimble 4000 DS receivers with
RS 4000 software High level of remote access and control capabilities
(change of parameters, initialization of logging etc) Both sets of RTCM data returned to control center Multipath audit every 6 months Coordinated relative to ITRF91 - WGS84 (G730) 24 hour local support at each station
BASIC REFERENCE STATION LAYOUT
GPSSatellites
VSAT Satellites
80+ Reference Stations• Dual-Frequency Stations• Single Frequency• Generate, process and transmit messages
2 MCC facilities • Aberdeen and Singapore• 2 remote MCC facilities at Perth and Reston
• Monitor and Control• Archive• Maintain and Plan• Manage external entities• Interface
LES facilities• Uplink SkyFix messages• Including SkyFix Premier Messages
19 inches rack
RIMS A
RIMS A
X25NETWORK
19 inches rack
RIMS A
High Power andLow Power
satellite links
MultiFix IIIMultiFix III
THALES SKYFIX INFRASTRUCTURE
THE IONOSPHERE – A SUMMARY
Two distinct problems:
1. Differential Ionospheric delay errors Propagate into the navigation solution causing
position biases
2. Scintillation effects Loss of DGPS corrections from satellite DGPS
links Intermittent tracking of GPS satellites
SOLAR DISTURBANCE AND THE IONOSPHERE
Reference StationUser
GPS Satellite
Large ionospheric delay
Small ionospheric delay
WHERE: AREAS AFFECTEDOperational ‘Hot Spots’
ScintillationSevere Disturbance
Severe Disturbance
Severe Disturbance
Geomagnetic Boundaries
GLOBAL IONOSPHERIC TEC MAP
SOLAR ACTIVITY CYCLE
0
40
80
120
160
200
Jan 97
Jan-98
Jan-99
Jan-00
Jan-01
Jan-02
Jan-03
Jan-04
Jan-05
Time
S U N S P O T #
Present Day
SKYFIX PREMIER
Introduced to mitigate ionospheric disturbances Use dual-frequency GPS reference stations SkyFix premier messages (type 55’s) Dual-frequency GPS user setup Thales’ MultiFix III or MultiFix IV software Calculated Iono-free DGPS positions: unbiased
and consistent performance around the clock
SKYFIX XP SDGPSWhat is SkyFix XP? SDGPS – Satellite Differential GPS
High Accuracy 10cm – Horizontal (1- 68%) 15cm - Vertical (1- 68%)
Global Coverage from a single set of corrections No Station Range Restrictions – seamless worldwide
coverage
Available on all SkyFix Beams (excluding local SPOT services)
Compatible with all existing SkyFix Hardware
SKYFIX XP SDGPS – HOW DOES IT WORK?
Global Network of stations used to track all satellites simultaneously
Each individual error source on each satellite is identified and uniquely corrected for
All satellite corrections are combined into a single global correction message
Ionospheric delay and other local error sources are measured using a dual frequency GPS receiver and MultiFix 4 software.
The user software corrects the standard GPS pseudorange based on the global XP corrections and the local ionospheric observations
“Error Free” GPS position calculation formed
Tropospheric Delay
Ionospheric Delay
SKYFIX XP – WHAT ARE THE ERRORS?
Satellite Clocks
Orbits
Multipath
SKYFIX XP – CORRECTING THE ERRORS
OrbitsBy tracking each satellite throughout its orbit a
precise orbit correction can be generated. Regularly updated in case of satellite re-tasking
(deliberate movement of SV within the orbit)
ClocksThe global network of reference stations is also used
to generate a highly accurate clock corrections
SKYFIX XP – CORRECTING THE ERRORS
IonosphereDual Frequency GPS observations used to correct
for ionospheric errorTroposphere
Tropospheric modeling and GPS delay measurements used to correct for Tropospheric delay
MultipathHandled using the Strobe Edge correlator technology
in the Thales ZX-Sensor Dual Freq. GPS receiver
SKYFIX XP - SDGPS vs. DPGS
24 Hour Plots for Norwich, England
SKYFIX XP HARDWARE
Compatible with all Existing SkyFix Hardware Mk.5 SkyFix Decoder 90938 SkyFix Decoder 2403 SkyFix Decoder MiniDome Inmarsat Taps SPOT beam antennas
TYPICAL SKYFIX XP INSTALLATION
Ships Inmarsat and/or MiniDome and/or SPOT Antenna
SkyFix DecoderDual Frequency GPS Rx
or
MultiFix 4 PC
Dual Frequency GPs Antenna
or
SKYFIX XP + SKYFIX PREMIER COMBINED INSTALLATION
LOW POWER BEAM
Ships Inmarsat or MiniDome
Dual Frequency GPS Rx
MultiFix 3 PC
Dual Frequency GPs AntennaHIGH POWER BEAM
SkyFix SPOT antenna
MultiFix 4 PC
SkyFix Decoders – RTCM + SkyFix XP
SkyFix (Premier)SkyFixXP
SKYFIX XP MultiFix 4 Software
Based on MultiFix 3 Full UKOOA based QC
Statistic testing and displays
SkyFix XP,Premier and Standard DGPS calculations available
Automatic switching between calculations for optimum solution
SUMMARY OF DGPS SERVICESStandalone DGPS (or single reference DGPS)
Using a single reference station to provide corrections to a user’s GPS receiver
Maximum effective range from reference station is approximately 2000km
Accuracy is range, constellation, and system dependent – approximately 2-3 meters of horizontal error within 1000km
SUMMARY OF DGPS SERVICESMultiple reference DGPS (and/or network adjusted)
Uses a network adjusted, multiple reference station correction and user system for a more accurate and reliable position
Maximum effective range from reference station is approximately 2000km
Accuracy is range, constellation, and system dependent – approximately 1 meter of horizontal error within 2000km
SUMMARY OF DGPS SERVICESHigh Precision DGPS or SDGPS
Corrects clock & orbit of each satelliteUser software & hardware corrects for Ionosphere,
Troposphere, Multipath, receiver noise and Earth Tides
Reference stations are actually tracking stations observing satellite orbit and clock
No range limitations – Global correctionAccuracy is constellation dependent – approximately
10 centimeters of horizontal error - Globally
Thales GeoSolutions
Introduction to GPS & DGPSTest Session
QUESTIONS1. What is the stated 2-sigma (95%) position
accuracy standard of the single-frequency (L1) service as of June 2000?
2. What are the 2-sigma (95%) horizontal & vertical global averages for L1 all-in-view user performance?
3. What are the 2-sigma (95%) horizontal & vertical global averages for L1 all-in-view user performance for 95% of the earth’s surface?
4. State the L1 GPS frequency?5. State the L2 GPS frequency?
QUESTIONS6. How many active GPS satellites are in orbit?7. GPS satellites orbit the earth in how many orbital
planes?8. What is the minimal number of GPS satellites that
must be in view above the GPS receiver’s elevation mask in order to calculate a 3D position?
9. What is the wavelength of the L1 signal?10. What is the C/A code used for?11. When can the navigation message be decoded?12. What information is contained in the navigation
message?
QUESTIONS
13. What are the three types of ephemeris information?
14. What are the GPS error sources?
15. What is differential GPS?
16. What does RTCM stand for?
17. Name two methods used to calculate corrections?
18. What is the approximate maximum effective range from a reference station that a user can be for the corrections to be valid?
QUESTIONS19. Name the two most common methods of receiving
corrections? 20. What are the two types of ionospheric effects that
plague DGPS operations? 21. Where are ionospheric delay and scintillation
most often experienced?22. About how long is the solar activity cycle?23. What does SDGPS stand for?24. What are three types of DGPS services? 25. What horizontal accuracies can be obtained
utilizing SDGPS?
ANSWERS
1. 13 meters horizontal & 22 meters vertical
2. 8.3 meters horizontal & 16.8 meters vertical
3. 16.4 meters horizontal & 29 meters vertical
4. 1575.42 MHz
5. 1227.6 MHz
6. 21 operational and 3 active spares
7. 6
8. 4
9. 19 centimeters
ANSWERS
10. Acquire GPS satellites11. After the C/A code is acquired and tracked12. Orbital, Clock and Ionospheric information13. Precise, Broadcast, and Almanac14. Satellite clock, Satellite orbit, Ionospheric delay,
Tropospheric delay, Receiver clock, Multipath, Receiver noise, and satellite geometry
15. The use of a correction signal to improve the accuracy of a standard GPS
16. Radio Technical Commission for Maritime Services
ANSWERS
17. Calculate the error in the fix position or individual satellite ranges
18. 2000Km19. Satellite and radio broadcast20. Ionospheric delay errors and Scintillation21. Along the Magnetic Equator (or in Equatorial
regions)22. 11 years23. Satellite Differential GPS (or Satellite-corrected
Differential GPS)
ANSWERS
24. Standalone or Single Reference DGPS, Multiple Reference and/or Network Adjusted DGPS, and SDGPS
25. 10 centimeters horizontal