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GPS Technology

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Title: GPS Technology


1
GPS Overview
TEC7132 April 2004
2
What is GPS?
  • Radio-based navigation system developed by DoD
  • Initial operation in 1993
  • Fully operational in 1995
  • System is called NAVSTAR
  • NAVigation with Satellite Timing And Ranging
  • Referred to as GPS
  • Series of 24 satellites, 6 orbital planes, 4
    satellite vehicles (SV) on each plane
  • Works anywhere in the world, 24 hours a day, in
    all weather conditions and provides
  • Location or positional fix
  • Velocity
  • Direction of travel
  • Accurate time

3
Global Navigation Satellite Systems
(GNSS)
  • NAVSTAR
  • USA
  • GLONASS
  • Russians
  • Galileo
  • Europeans

4
GPS involves 5 Basic Steps
  • Trilateration
  • Intersection of spheres
  • SV Ranging
  • Determining distance from SV
  • Timing
  • Why consistent, accurate clocks are required
  • Positioning
  • Knowing where SV is in space
  • Correction of errors
  • Correcting for ionospheric and tropospheric delays

5
How GPS works?
  • Range from each satellite calculated
  • range time delay X speed of light
  • Technique called trilateration is used to
    determine you position or fix
  • Intersection of spheres
  • At least 3 satellites required for 2D fix
  • However, 4 satellites should always be used
  • The 4th satellite used to compensate for
    inaccurate clock in GPS receivers
  • Yields much better accuracy and provides 3D fix

6
Determining Range
  • Receiver and satellite use same code
  • Synchronized code generation
  • Compare incoming code with receiver generated code

Measure time difference between the same part of
code
Series of ones and zeroes repeating every 1023
bits. So Complicated alternation of bits that
pattern looks random thus called pseudorandom
code.
From satellite
From receiver
7
Signal Structure
  • Each satellite transmits its own unique code
  • Two frequencies used
  • L1 Carrier 1575.42 MHz
  • L2 Carrier 1227.60 MHz
  • Codes
  • CA Code use L1 (civilian code)
  • P (Y) Code use L1 L2 (military code)

8
Three SV ranges known
22,000 Km radius
20,000 Km radius
Located at one of these 2 points. However, one
point can easily be eliminated because it is
either not on earth or moving at impossible rate
of speed.
21,000 Km radius
9
Accurate Timing is the Key
  • SVs have highly accurate atomic clocks
  • Receivers have less accurate clocks
  • Measurements made using nanoseconds
  • 1 nanosecond 1 billionth of a second
  • 1/100th of a second error could introduce error
    of 1,860 miles
  • Discrepancy between satellite and receiver clocks
    must be resolved
  • Fourth satellite is required to solve the 4
    unknowns (X, Y, Z and receiver clock error)

10
Satellite Positioning
  • Also required in the equation to solve the 4
    unknowns is the actual location of the satellite.
  • SV are in relatively stable orbits and constantly
    monitored on the ground
  • SV position is broadcast in the ephemeris data
    streamed down to receiver

11
Sources of Errors
  • Largest source is due to the atmosphere
  • Atmospheric refraction
  • Charged particles
  • Water vapor

12
Other Sources of Errors
  • Geometry of satellite positions
  • Satellite clock errors
  • SV position or ephemeris errors
  • Quality of GPS receiver
  • Multi-path errors

13
Dilution of Precision (DOP)
  • Geometric location of the satellites as seen by
    the receiver
  • The more spread out the satellites are in the
    sky, the better the satellite geometry
  • PDOP (position dilution of precision) is a
    combination of VDOP and HDOP
  • The lower the PDOP value, the better the
    geometric strength
  • PDOP value less than 6 is recommended

14
Selective Availability
  • The intentional introduction of errors for
    civilian users is called Selective Availability
  • SA was terminated on May 2, 2000
  • When SA was on, civilian users accuracy was 100
    meters
  • Military has capability to degrade signal in
    certain theaters of operation this is called
    spoofing

15
Differential Correction
  • Technique used to correct some of these errors
  • Referred to as differential GPS or DGPS
  • In DGPS, two GPS receivers are used
  • One receiver is located at an accurately surveyed
    point referred to as the base station
  • A correction is calculated by comparing the known
    location to the location determined by the GPS
    satellites
  • The correction is then applied to the other
    receivers (known as the rover) calculated
    position

16
DGPS Methods
  • Post-processing
  • Corrections performed after the data is collected
  • Special software required
  • Real-time
  • Corrections are performed while the data is being
    collected
  • Need special equipment to receive the DGPS signal

17
Wide Area Augmentation System - WAAS
  • New real-time DGPS
  • Satellite based
  • FAA initiative.now fully operational
  • Series of 25 ground reference stations relay
    info to master control station
  • Master control station sends correction info to
    WAAS satellite
  • http//gps.faa.gov/programs/waas/howitworks.htm

18
WAAS Satellites
  • WAAS satellites are geo-stationary
  • On east coast, WAAS satellite sits off coast of
    Brazil over equator at 53.96 West (35 on
    Garmin)
  • http//www.lyngsat.com/tracker/inmar3f4.shtm
  • On west coast, WAAS satellite sits over Pacific
    ocean at 178.0 East (47 on Garmin)
  • http//www.lyngsat.com/tracker/inmar3f3.shtml
  • Ability to get signal deteriorates in northern
    latitudes (satellite is lower on the horizon)
  • If you can get WAAS satellite signal..3 meter
    accuracy
  • However, cannot always get signal due to
    obstructions
  • More WAAS satellites becoming available in future
  • Europeans (EGNOS)
  • Japanese (MSAS)

19
GPS Accuracy Comparison
Some common GPS devices used by FWS
GPS Device Autonomous WAAS DGPS Real-time DGPS Post-process DGPS
Garmin GPSMap 76s 10 - 15 3 3 1 - 3
Rockwell PLGR Federal Users Only 8 - 15 NA 3 NA
Trimble - GeoXT 10 3 1-3 Sub-meter
Accuracy given in meters
20
GPS Accuracy Issues
  • Ways to improve the accuracy of your GPS
    collected data
  • Standardize data collection methods
  • Establish protocols for your applications
  • Employ averaging techniques
  • Perform mission planning
  • Utilize DGPS
  • Understand how the selection of datums and
    coordinate systems affect accuracy
  • GPS data collected in wrong datum can introduce
    200 meters of error into your GIS!

21
Some issues to consider when purchasing GPS
devices
  • What is the accuracy level required for your
    application?
  • (10 meters or sub-meter)
  • How is unit going to be used in field?
  • External antenna required, in heavy canopy, ease
    of use, durability, data dictionary capability,
    waterproof
  • Cost from 100 to 12K
  • Staff expertise..training..support network
  • How well does unit interface with GIS?

22
Latest Technology
  • Mobile mapping software for WindowsCE devices
  • TerraSync (Trimble)
  • ArcPad (ESRI)
  • Multi-path rejection technology
  • Trimble GeoXT
  • Bluetooth
  • Allows for cable free operation

23
ArcPad Software
24
ArcPad Training
  • NCTC 3 day course (TEC7133)
  • Utilize ArcPad Tools for ArcGIS
  • Geodatabase - check out check in
  • Design custom forms for data collection
  • Applets ArcPad Studio
  • Utilize GPSCorrect extension
  • Customize the ArcPad interface

Next offering September 1-3, 2004
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