Introduction to NAVSTAR GPS The History of GPS

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Introduction to NAVSTAR GPS

Introduction to NAVSTAR GPS

The History of GPS Ø Ø Feasibility studies begun in 1960’s. Pentagon appropriates funding

The History of GPS Ø Ø 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

How GPS Works

Three Segments of the GPS Space Segment User Segment Control Segment Ground Antennas Master

Three Segments of the GPS Space Segment User Segment Control Segment Ground Antennas Master Station Monitor Stations

Control Segment US Space Command Cape Canaveral Hawaii Kwajalein Atoll Ascension Is. Master Control

Control Segment US Space Command Cape Canaveral Hawaii Kwajalein Atoll Ascension Is. Master Control Station Diego Garcia Monitor Station Ground Antenna

Space Segment

Space Segment

User Segment Ø Ø Ø Ø Ø Military. Search and rescue. Disaster relief. Surveying.

User Segment Ø Ø Ø Ø Ø 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 Ø Position and coordinates. Ø The distance and direction

Four Basic Functions of GPS Ø Position and coordinates. Ø The distance and direction between any two waypoints, or a position and a waypoint. Ø Travel progress reports. Ø Accurate time measurement.

Position is Based on Time Signal leaves satellite at time “T” T T+3 Signal

Position is Based on Time Signal leaves satellite at time “T” T T+3 Signal is picked up by the receiver at time “T + 3” Distance between satellite and receiver = “ 3 times the speed of light”

Pseudo Random Noise Code Time Difference Satellite PRN Receiver PRN

Pseudo Random Noise Code Time Difference Satellite PRN Receiver PRN

What Time is It? Universal Coordinated Time Greenwich Mean Time GPS Time + 13*

What Time is It? Universal Coordinated Time Greenwich Mean Time GPS Time + 13* Zulu Time Local Time: AM and PM (adjusted for local time zone) Military 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.

Signal From One Satellite The receiver is somewhere on this sphere.

Signals From Two Satellites

Signals From Two Satellites

Three Satellites (2 D Positioning)

Three Satellites (2 D Positioning)

Triangulating Correct Position

Triangulating Correct Position

Three Dimensional (3 D) Positioning

Three Dimensional (3 D) Positioning

Selective Availability (S/A) Ø Ø The Defense Department dithered the satellite time message, reducing

Selective Availability (S/A) Ø Ø 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 it's 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

Sources of GPS Error Standard Positioning Service (SPS ): Civilian Users Source Amount of Error Ø Satellite clocks: 1. 5 to 3. 6 meters Ø Orbital errors: < 1 meter Ø Ionosphere: 5. 0 to 7. 0 meters Ø Troposphere: 0. 5 to 0. 7 meters Ø Receiver noise: 0. 3 to 1. 5 meters Ø Multipath: 0. 6 to 1. 2 meters Ø Selective Availability (see notes) Ø 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

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

Sources of Signal Interference Earth’s Atmosphere Solid Structures Metal Electro-magnetic Fields

Using GPS Receivers for Positioning and Navigation

Using GPS Receivers for Positioning and Navigation

GPS Navigation Terminology Active GOTO Waypoint N (CMG) (xº) (00) B ea g n

GPS Navigation Terminology Active GOTO Waypoint N (CMG) (xº) (00) B ea g n i r XTE Di s ay ) to A 0 (X e ctiv W eg L e ta nc Desired Track (DTK) (xº) po in t N (0000) I) (CD er ) v O OG ed d (S e Sp oun Gr Course Made Good (CMG) Active From Waypoint Tracking (TRK) (xº) Present Location

GPS Navigation: On the Ground N Bearing = 650 COG = 50 XTE =

GPS Navigation: On the Ground N Bearing = 650 COG = 50 XTE = 1/2 mi. Active GOTO Waypoint Bearing = 780 COG = 3500 XTE = 1/3 mi. e v i t c A g e L Bearing = 400 COG = 1040 XTE = 1/4 mi. Location Where GOTO Was Executed Course Over Ground (COG) = Bearing = Cross Track Error (XTE) =

Position Fix Ø Ø Ø Ø A position is based on real-time satellite tracking.

Position Fix Ø Ø Ø Ø 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 2 D or 3 D mode (at least 3 or 4 satellites acquired) in order to provide a position fix. 3 D mode dramatically improves position accuracy.

Waypoint Ø Ø Ø A waypoint is based on coordinates entered into a GPS

Waypoint Ø Ø Ø 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

Planning a Navigation Route Start = Waypoint

How A Receiver Sees Your Route

How A Receiver Sees Your Route

GPS Waypoint Circle of Error X

GPS Waypoint Circle of Error X

GPS Dilution of Precision and Its Affects On GPS Accuracy

GPS Dilution of Precision and Its Affects On GPS Accuracy

GPS Satellite Geometry Ø Ø Ø Satellite geometry can affect the quality of GPS

GPS Satellite Geometry Ø Ø Ø 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 E W S

Ideal Satellite Geometry N E W S

Good Satellite Geometry

Good Satellite Geometry

Good Satellite Geometry

Good Satellite Geometry

Poor Satellite Geometry N W E S

Poor Satellite Geometry N W E S

Poor Satellite Geometry

Poor Satellite Geometry

Poor Satellite Geometry

Poor Satellite Geometry

Differential GPS

Differential GPS

Real Time Differential GPS x+5, y-3 x+30, y+60 x-5, y+3 Receiver DGPS correction =

Real Time Differential GPS x+5, y-3 x+30, y+60 x-5, y+3 Receiver DGPS correction = x+(30 -5) and y+(60+3) DGPS Site True coordinates = x+0, y+0 True coordinates = x+25, y+63 Correction = x-5, y+3

NDGPS Ground Stations National Differential Global Positioning System Yellow areas show overlap between NDGPS

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

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 WAAS satellites WAAS Control Station (West Coast) GPS Constellation

Wide Area Augmentation System Geostationary WAAS satellites WAAS Control Station (West Coast) GPS Constellation Local Area System (LAAS) WAAS Control Station (East Coast)

How good is WAAS? With Selective Availability set to zero, and under ideal conditions,

How good is WAAS? With Selective Availability set to zero, and under ideal conditions, a GPS receiver without WAAS can achieve fifteen meter accuracy most of the time. * +-15 meters +3 meters 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.