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Introduction 
to 
NAVSTAR GPS 
Charlie Leonard, 1999 
(revised 2001, 2002)
The History of GPS 
 Feasibility studies begun in 1960’s. 
 Pentagon appropriates funding in 1973. 
 First satellite launched in 1978. 
 System declared fully operational in April, 1995.
How GPS Works
Three Segments of the GPS 
Space Segment 
Control Segment 
User Segment 
Monitor Stations 
Ground 
Antennas 
Master Station
Kwajalein Atoll 
Control Segment 
US Space Command 
Hawaii 
Ascension 
Is. 
Diego Garcia 
Cape Canaveral 
Master Control Station Monitor Station Ground Antenna
Space Segment
User Segment 
 Military. 
 Search and rescue. 
 Disaster relief. 
 Surveying. 
 Marine, aeronautical and terrestrial navigation. 
 Remote controlled vehicle and robot guidance. 
 Satellite positioning and tracking. 
 Shipping. 
 Geographic Information Systems (GIS). 
 Recreation.
Four Basic Functions of GPS 
 Position and coordinates. 
 The distance and direction between any two waypoints, or a 
position and a waypoint. 
 Travel progress reports. 
 Accurate time measurement.
Position is Based on Time 
T 
Signal leaves satellite 
at time “T” 
Signal is picked up by the 
receiver at time “T + 3” 
T + 3 
Distance between satellite 
and receiver = “3 times the 
speed of light”
Pseudo Random Noise Code 
Receiver PRN 
Satellite PRN 
Time 
Difference
What Time is It? 
Zulu Time 
Universal Coordinated Time 
GPS Time + 13* 
Local Time: AM and PM (adjusted for local 
time zone) 
Military Time 
Greenwich Mean Time 
(local time on a 24 hour clock) 
* GPS Time is ahead of UTC by approximately 13 seconds
Signal From One Satellite 
The receiver is 
somewhere on 
this sphere.
Signals From Two Satellites
Three Satellites (2D Positioning)
Triangulating Correct Position
Three Dimensional (3D) Positioning
Selective Availability (S/A) 
 The Defense Department dithered the satellite time 
message, reducing position accuracy to some GPS users. 
 S/A was designed to prevent America’s enemies from using 
GPS against us and our allies. 
 In May 2000 the Pentagon reduced S/A to zero meters error. 
 S/A could be reactivated at any time by the Pentagon.
Sources of GPS Error 
Standard Positioning Service (SPS ): Civilian Users 
Source Amount of Error 
 Satellite clocks: 1.5 to 3.6 meters 
 Orbital errors: < 1 meter 
 Ionosphere: 5.0 to 7.0 meters 
 Troposphere: 0.5 to 0.7 meters 
 Receiver noise: 0.3 to 1.5 meters 
 Multipath: 0.6 to 1.2 meters 
 Selective Availability (see notes) 
 User error: Up to a kilometer or more 
Errors are cumulative and increased by PDOP.
Receiver Errors are Cumulative! 
System and other flaws = < 9 meters 
User error = +- 1 km
Sources of Signal Interference 
Earth’s Atmosphere 
Solid Structures 
Metal Electro-magnetic Fields
Using GPS Receivers for 
Positioning and Navigation
GPS Navigation Terminology 
XTE (CDI) 
N (0000) 
N (00) 
Desired Track 
(DTK) (xº) 
Active GOTO 
Waypoint 
Distance to Waypoint 
Active Leg 
Bearing (X0) 
Present 
Location 
Speed Over 
Ground (SOG) 
Tracking (TRK) (xº) 
(CMG) (xº) 
Course Made Good (CMG) 
Active 
From 
Waypoint
GPS Navigation: On the Ground 
Active GOTO 
Waypoint 
Bearing = 780 
COG = 3500 
XTE = 1/3 mi. 
Active Leg 
Course Over Ground (COG) = 
Cross Track Error (XTE) = 
Bearing = 
Bearing = 650 
COG = 50 XTE 
= 1/2 mi. 
Location Where GOTO 
Was Executed 
Bearing = 400 
COG = 1040 
XTE = 1/4 mi. 
N
Position Fix 
 A position is based on real-time satellite tracking. 
 It’s defined by a set of coordinates. 
 It has no name. 
 A position represents only an approximation of the 
receiver’s true location. 
 A position is not static. It changes constantly as the GPS 
receiver moves (or wanders due to random errors). 
 A receiver must be in 2D or 3D mode (at least 3 or 4 
satellites acquired) in order to provide a position fix. 
 3D mode dramatically improves position accuracy.
Waypoint 
 A waypoint is based on coordinates entered into a GPS 
receiver’s memory. 
 It can be either a saved position fix, or user entered 
coordinates. 
 It can be created for any remote point on earth. 
 It must have a receiver designated code or number, or a user 
supplied name. 
 Once entered and saved, a waypoint remains unchanged in 
the receiver’s memory until edited or deleted.
Planning a Navigation Route 
Start = Waypoint
How A Receiver Sees Your Route
GPS Waypoint Circle of Error 
X
GPS Dilution of Precision and Its 
Affects On GPS Accuracy
GPS Satellite Geometry 
 Satellite geometry can affect the quality of GPS signals and accuracy 
of receiver trilateration. 
 Dilution of Precision (DOP) reflects each satellite’s position relative 
to the other satellites being accessed by a receiver. 
 There are five distinct kinds of DOP. 
 Position Dilution of Precision (PDOP) is the DOP value used most 
commonly in GPS to determine the quality of a receiver’s position. 
 It’s usually up to the GPS receiver to pick satellites which provide the 
best position triangulation. 
 Some GPS receivers allow DOP to be manipulated by the user.
Ideal Satellite Geometry 
N 
W E 
S
Good Satellite Geometry
Good Satellite Geometry
Poor Satellite Geometry 
N 
W E 
S
Poor Satellite Geometry
Poor Satellite Geometry
Differential GPS
Real Time Differential GPS 
DGPS Site 
x+30, y+60 
x+5, y-3 
True coordinates = 
x+0, y+0 
Correction = x-5, y+3 
x-5, y+3 
Receiver DGPS Receiver 
DGPS correction = x+(30-5) and 
y+(60+3) 
True coordinates = x+25, y+63
NDGPS Ground Stations 
National Differential Global Positioning System 
Yellow areas show overlap between NDGPS stations. Green areas are little to no coverage. 
Topography may also limit some areas of coverage depicted here.
NDGPS Ground Stations 
National Differential Global Positioning System 
Yellow areas show overlap between NDGPS stations. Green areas are little to no coverage. 
Topography may also limit some areas of coverage depicted here.
Wide Area Augmentation System 
Geostationary 
GPS Constellation 
WAAS satellites 
WAAS Control 
Station (West Coast) 
Local Area System (LAAS) 
WAAS Control 
Station (East 
Coast)
How good is WAAS? 
+-15 meters 
+ - 
3 meters 
With Selective Availability set 
to zero, and under ideal 
conditions, a GPS receiver 
without WAAS can achieve 
fifteen meter accuracy most 
of the time.* 
Under ideal conditions a 
WAAS equipped GPS 
receiver can achieve three 
meter accuracy 95% of the 
time.* 
* Precision depends on good satellite geometry, open sky view, and no user 
induced errors.

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Introduction to navstar gps

  • 1. Introduction to NAVSTAR GPS Charlie Leonard, 1999 (revised 2001, 2002)
  • 2. The History of GPS  Feasibility studies begun in 1960’s.  Pentagon appropriates funding in 1973.  First satellite launched in 1978.  System declared fully operational in April, 1995.
  • 4. Three Segments of the GPS Space Segment Control Segment User Segment Monitor Stations Ground Antennas Master Station
  • 5. Kwajalein Atoll Control Segment US Space Command Hawaii Ascension Is. Diego Garcia Cape Canaveral Master Control Station Monitor Station Ground Antenna
  • 7. User Segment  Military.  Search and rescue.  Disaster relief.  Surveying.  Marine, aeronautical and terrestrial navigation.  Remote controlled vehicle and robot guidance.  Satellite positioning and tracking.  Shipping.  Geographic Information Systems (GIS).  Recreation.
  • 8. Four Basic Functions of GPS  Position and coordinates.  The distance and direction between any two waypoints, or a position and a waypoint.  Travel progress reports.  Accurate time measurement.
  • 9. Position is Based on Time T Signal leaves satellite at time “T” Signal is picked up by the receiver at time “T + 3” T + 3 Distance between satellite and receiver = “3 times the speed of light”
  • 10. Pseudo Random Noise Code Receiver PRN Satellite PRN Time Difference
  • 11. What Time is It? Zulu Time Universal Coordinated Time GPS Time + 13* Local Time: AM and PM (adjusted for local time zone) Military Time Greenwich Mean Time (local time on a 24 hour clock) * GPS Time is ahead of UTC by approximately 13 seconds
  • 12. Signal From One Satellite The receiver is somewhere on this sphere.
  • 13. Signals From Two Satellites
  • 14. Three Satellites (2D Positioning)
  • 16. Three Dimensional (3D) Positioning
  • 17. Selective Availability (S/A)  The Defense Department dithered the satellite time message, reducing position accuracy to some GPS users.  S/A was designed to prevent America’s enemies from using GPS against us and our allies.  In May 2000 the Pentagon reduced S/A to zero meters error.  S/A could be reactivated at any time by the Pentagon.
  • 18. Sources of GPS Error Standard Positioning Service (SPS ): Civilian Users Source Amount of Error  Satellite clocks: 1.5 to 3.6 meters  Orbital errors: < 1 meter  Ionosphere: 5.0 to 7.0 meters  Troposphere: 0.5 to 0.7 meters  Receiver noise: 0.3 to 1.5 meters  Multipath: 0.6 to 1.2 meters  Selective Availability (see notes)  User error: Up to a kilometer or more Errors are cumulative and increased by PDOP.
  • 19. Receiver Errors are Cumulative! System and other flaws = < 9 meters User error = +- 1 km
  • 20. Sources of Signal Interference Earth’s Atmosphere Solid Structures Metal Electro-magnetic Fields
  • 21. Using GPS Receivers for Positioning and Navigation
  • 22. GPS Navigation Terminology XTE (CDI) N (0000) N (00) Desired Track (DTK) (xº) Active GOTO Waypoint Distance to Waypoint Active Leg Bearing (X0) Present Location Speed Over Ground (SOG) Tracking (TRK) (xº) (CMG) (xº) Course Made Good (CMG) Active From Waypoint
  • 23. GPS Navigation: On the Ground Active GOTO Waypoint Bearing = 780 COG = 3500 XTE = 1/3 mi. Active Leg Course Over Ground (COG) = Cross Track Error (XTE) = Bearing = Bearing = 650 COG = 50 XTE = 1/2 mi. Location Where GOTO Was Executed Bearing = 400 COG = 1040 XTE = 1/4 mi. N
  • 24. Position Fix  A position is based on real-time satellite tracking.  It’s defined by a set of coordinates.  It has no name.  A position represents only an approximation of the receiver’s true location.  A position is not static. It changes constantly as the GPS receiver moves (or wanders due to random errors).  A receiver must be in 2D or 3D mode (at least 3 or 4 satellites acquired) in order to provide a position fix.  3D mode dramatically improves position accuracy.
  • 25. Waypoint  A waypoint is based on coordinates entered into a GPS receiver’s memory.  It can be either a saved position fix, or user entered coordinates.  It can be created for any remote point on earth.  It must have a receiver designated code or number, or a user supplied name.  Once entered and saved, a waypoint remains unchanged in the receiver’s memory until edited or deleted.
  • 26. Planning a Navigation Route Start = Waypoint
  • 27. How A Receiver Sees Your Route
  • 28. GPS Waypoint Circle of Error X
  • 29. GPS Dilution of Precision and Its Affects On GPS Accuracy
  • 30. GPS Satellite Geometry  Satellite geometry can affect the quality of GPS signals and accuracy of receiver trilateration.  Dilution of Precision (DOP) reflects each satellite’s position relative to the other satellites being accessed by a receiver.  There are five distinct kinds of DOP.  Position Dilution of Precision (PDOP) is the DOP value used most commonly in GPS to determine the quality of a receiver’s position.  It’s usually up to the GPS receiver to pick satellites which provide the best position triangulation.  Some GPS receivers allow DOP to be manipulated by the user.
  • 38. Real Time Differential GPS DGPS Site x+30, y+60 x+5, y-3 True coordinates = x+0, y+0 Correction = x-5, y+3 x-5, y+3 Receiver DGPS Receiver DGPS correction = x+(30-5) and y+(60+3) True coordinates = x+25, y+63
  • 39. NDGPS Ground Stations National Differential Global Positioning System Yellow areas show overlap between NDGPS stations. Green areas are little to no coverage. Topography may also limit some areas of coverage depicted here.
  • 40. NDGPS Ground Stations National Differential Global Positioning System Yellow areas show overlap between NDGPS stations. Green areas are little to no coverage. Topography may also limit some areas of coverage depicted here.
  • 41. Wide Area Augmentation System Geostationary GPS Constellation WAAS satellites WAAS Control Station (West Coast) Local Area System (LAAS) WAAS Control Station (East Coast)
  • 42. How good is WAAS? +-15 meters + - 3 meters With Selective Availability set to zero, and under ideal conditions, a GPS receiver without WAAS can achieve fifteen meter accuracy most of the time.* Under ideal conditions a WAAS equipped GPS receiver can achieve three meter accuracy 95% of the time.* * Precision depends on good satellite geometry, open sky view, and no user induced errors.