Title: The Basics of the Global Positioning System
1The Basics of theGlobalPositioningSystem
- by Matt Higgins
- B App Sc Surv, M Surv and Map Sc, F.I.S.A.
- Vice Chair FIG Commission 5
- Dept of Natural Resources and Mines Queensland
2Outline of Seminar
- Basics of GPS
- Measurement Techniques
- Coordinates and Heights
- Practical Exercise
3Basics of GPS
43 Segments of GPS
5GPS Satellite Constellation
- 21 3 Satellites
- 6 orbital planes
- 20,000 km high
- 12 hour orbits
- At least 4 Satellites in view 24 hours per day
- Any weather
6Launched on Delta Rockets
7The GPS Satellite
- 3 atomic clocks
- L Band Radio Signals - 19cm Wavelength
- Codes on the signal
- Time signal takes to reach the receiver
- Satellite Position
- Also give health of system
8The GPS Satellite
93 Types of GPS Positioning
- Single Point Positioning
- Differential GPS
- GPS Surveying
101 Receiver - Single Point Positioning (SPP)
- Basic technique for which GPS was designed
- Basic Civilian Receivers lt 500
11The Pseudo-range
- Difference between what it should hear and what
it does hear is the time delay (5 units in
diagram) - Range Distance Time Delay Speed of Light
- Not the true range part of the time delay is due
to Receiver Clock Offset hence pseudo-range - Unknowns are Lat, Long, Height and this receiver
clock offsethence need 4 satellites 4
equations in 4 unknowns
12The GPS Measurement in 3 Dimensions
13Computing a Position
(Pseudorange creceiver clock offset)2 (XS
-XR)2 (YS -YR)2 (ZS -ZR)2
Need 4 Equations to solve 4 Unknowns Need
Pseudoranges to 4 Satellites
14Some Errors Sourcesin Satellite Positioning
15Satellite Geometry
16Multipath
Direct path from satellite
17Atmospheric Corrections
- Satellite signals are delayed by the ionosphere
and troposphere - Receiver can estimate corrections based on models
- 2nd frequency can eliminate most of ionospheric
effect
18Military vs Civilian Accuracy
- Military Users - Precise Positioning Service
(PPS) - /- 15m for Military Users
- Uses P Code which has high resolution
- Good accuracy Satellite Positions (Ephemeris)
- Civilian Users - Standard Positioning Service
(SPS) - C/A code 10 times less resolution than P code
- Under policy of Selective Availability - SA,
Code and/or Ephemeris accuracy can be downgraded - Until May 2000, /- 100m 2D 95 of the time
- Since May 2000, SA set to zero and civilian users
now officially getting /- 20-25m 2D 95 of the
time - but testing showing better than that -
say 10m or better 2D - NOTE Military retains right to degrade in
regions - Ionosphere can give worse in high and low
latitudes
19Error Budget for SPP
Langley, 1997
20SA and Single Point Positioning
- SA dithered the orbit info (less recent times)
- SA dithered the satellite clocks and thus the
accuracy of the observed pseudo-range - It is this dithering that has been stopped
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22SA - Before and After
23How good is Single Point Positioning now?
- The official line is that GPS Point Positions
should now be better than 25m (95 confidence). - Testing showing significantly better than that -
say, better than 10m BUT remember - Military can still deny accuracy in regions if
required - Ionosphere can be an issue, especially in low and
high latitudes (no C/A on L2 yet)
24SPP Accuracy - UNSW Tests
Single-epoch SPP coordinate accuracy using
different ephemerides, satellite clock correction
and ionospheric bias information, 95 CI.
Rizos, C. and Satirapod, C., 2001a
25SPP Averaging - UNSW Tests
Averaged static solution accuracy for varying
window lengths, for both single and
dual-frequency data, 95 CI.
Rizos, C. and Satirapod, C., 2001a
26An Aside How good is Spatial Data?
- If GPS accuracy is better than 10m How much
spatial data is that good? - Table shows a common rule of thumb of 0.3mm at
plot scale.
27Differential GPS
- 0.5m to 5m - depending on correction method
- Real Time or Post Processed
28Differential GPS in Australia
- Require a decoder to obtain corrections via a
radio signal and input them to a GPS receiver
capable of taking the corrections - Various methods for delivering the corrections
- Nationwide base stations with correction signal
via Optus satellite - pay for decoder and signal
- Fugro Omnistar or Racal Landstar - Specific base stations - pay for decoder with
signal free to air - AMSA - Specific base stations with correction signal via
FM pager - AusNav - pay for decoder and signal - Run your own base station and radio system for
corrections - or post process
29Surveying with GPS
- Similar to Differential GPS but phase of the
signal is measured - Typical accuracy better than 5mm per kilometre
- High productivity - lines lt10km from Real Time
Kinematic - Ultra High Precision /- 3cm in 1000 km!
303 Levels of GPS Accuracy
- Point Positioning - Now 25m 2D 95 of the Time
for Civilian Users - Differential GPS - 0.5m to 5m
- GPS Surveying - 5mm per km typical and
centimetres in thousands of km possible
31From GPSto GNSSGlobal NavigationSatellite
Systems(a more generic term)
32GLONASS
- Russian Federations GLObal NAvigation Satellite
System - First launch Oct 1982
- Uses 3 orbital planes rather than 6 with GPS
- GPS - same frequency but different codesGLONASS
- same code, different frequency - Channel of Standard Accuracy (CSA) 60m
horizontal, 75m vertical (99.7 confidence) - Restricted access - Channel of High Accuracy (CHA)
33Galileo
- European Union wants more autonomy
- Proposing its own system called Galileo
- Estimated system cost of 2.2 to 3 billion Euros
- Justified in land transport savings alone - 77
of the Market Volume in Road Traffic segment - 2005 to 2025 indirect savings of 200 billion
Euros in the European economy for every 1 saving
in road travel time - 2005 to 2025 a market of 270 billion Euros
- European market for equipment 88 billion Euros
- European market for services 112 billion Euros
- Export market for equipment 70 billion Euros
34Coordinates and Heights
35Coordinate Systems and GPS
36Satellite Motion
- Satellites travel around the centre of mass of
the earth - They are affected by the Earths gravity field
- Computations need to be related to gravity -
geoid - A purely mathematical figure approximating the
geoid is the ellipsoid
37Ellipsoids and Geoids
38World Geodetic System 1984
- WGS84 - Reference Frame for GPS
- Established by National Imaging and Mapping
Agency (NIMA nee DMA) - Realization of the International Terrestrial
Reference Frame (ITRF) but not exactly the same - WGS84 improvements - Revised gravity model and
tracking station coords (processed with IGS sites)
39Geocentric Datum of Australia (GDA)
Link to ITRF by GPS observations at IGS sites and
the Australian National Network (500km). Then
further densified by State GPS Networks (e.g.
100km Network in Qld) GDAs link to ITRF makes it
compatible with WGS84
40Datum Transformation
- 3D Transformation between WGS84 and AGD84
- 7 Parameters 3 Shifts, 3 Rotations and 1 Scale
- Until recently used Higgins 1987 Parameters
- New Parameters - Late 1997
- Supplemented by a grid of corrections to model
remaining distortion due to errors in AGD84
Rz
Ry
Dz
Dx
Dy
Rx
41More on these Distortions
42Distortions between AGD84 and GDA94
43Distortion Grid
44Using the Distortion Grid
45Coordinates Systems and Projections
46Coordinates Systems and Projections
NMGA
EMGA
47Terminology
Universal Transverse Mercator
Std. 6 Degree Zones, with the same Central
Meridians etc.
48Heights from GPS
Topography
Geoid
Ellipsoid
49Want Height above Geoid - H
50GPS gives Ellipsoidal Height - h
51Need Geoid Ellipsoid Separation - N
- AUSGEOID98 Model Used in Australia
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53Conclusion
- Basics of GPS
- Measurement Techniques and 3 levels of accuracy
- Coordinates and Heights now ...
- Discuss Your Applications
- Practical Exercise