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GIS 1710 GPS Applications: Differential Positioning

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Title: GIS 1710 GPS Applications: Differential Positioning


1
GIS 1710GPS ApplicationsDifferential
Positioning
  • Dr. Walter Goedecke
  • Spring 2007

2
GPS ApplicationsIntroduction
  • Since the inception of GPS as a tool for the
    military, many civilian applications have sprung
    forth, such as
  • Ship and aviation navigation
  • Surveying
  • Rescue operations
  • Scientific applications
  • Consumer applications

3
GPS ApplicationsIntroduction Cont.
  • Several of such widespread applications require
    extra triangulation accuracy and precision.
  • Methods developed to increase such accuracy and
    precision are
  • Differential GPS, or DPGS
  • Local area augmentation system (LAAS)
  • Wide area augmentation system (WAAS)
  • GPS networks

4
GPS ApplicationsDifferential Positioning
  • Single receiver positioning using the current GPS
    depends on pseudorange measurements, or code
    positioning
  • Since every chip is unique, the receiver
    correlator can match a received chip with a
    reference
  • Each chip is 1,540 L1 wavelengths
  • Accuracy is based upon the chip length of 293
    meters.

5
Differential PositioningDGPS
  • DPGS (differential GPS) positioning, or relative
    positioning, overcomes the position location
    error of one receiver by using two receivers
  • The differential method depends upon the theory
    that location errors are similar to both
    receivers, so differences will cancel the common
    errors out.

6
Differential PositioningDGPS
  • An accuracy on the order of a two meters is
    possible if the roving receiver is in motion or
    on the order of a centimeter (1cm) when the
    roving receiver is stationary
  • This method is reliable when both the reference
    and roving receivers are not far apart

7
Differential PositioningDGPS Example
  • One receiver is a stationary reference at a known
    location
  • The GPS reported position is compared to the
    actual position (x, y, z)ref, and a reference
    vector error ?(x, y, z), is determined
  • ?(x, y, z) (x, y, z)true - (x, y, z)GPS
  • The other receiver, the rover or remote receiver,
    is triangulated at an unknown location (x, y,
    z)gps
  • The triangulation error at the reference is
    transmitted by radio to the roving receiver
  • The reference error is summed with this GPS
    position, thus giving a fix that is more
    accurate
  • (x, y, z)corrected (x, y, z)gps ?(x, y,
    z)

8
Differential Positioning
  • Illustration of the Differential or Relative
    Multipath MethodEl-Rabbany

9
Differential PositioningDGPS
  • Another method of DPGS positioning is for the
    reference receiver to receive several
    pseudoranges broadcast by GPS satellites, and
    report the range errors to the roving station
  • These errors can then be compensated by the
    roving station to get an accurate fix.

10
Differential PositioningKinematic DGPS
  • Another form of DPGS is carrier positioning,
    differential phase, or kinematic DGPS
  • Every carrier wavelength is very nearly the same
    as another.
  • This creates range ambiguity by distances of a
    whole number of wavelengths.
  • Errors by integral number of wavelengths is also
    known as cycle slips
  • But since there are a fixed number of L1 carrier
    wavelengths of 19 cm in a 293.255 meter C/A-code
    chip, 1,540 of them, they can be counted from the
    start of a chip in differential mode, and
    furthermore, fractions of a carrier wavelength
    can be measured

11
Differential PositioningKinematic DGPS
  • Also, the P-code modulation on the L1 carrier
    produces 29.326 meter chip lengths, and can also
    be counted, in spite of the encrypted P-code,
    since only time of arrival of the start of chip
    is needed.
  • The advantage is that the P-code never has
    selective availability (S/A) applied as can the
    C/A-code.
  • Accuracies of 2 cm are possible when enough time
    is allowed for signal averaging
  • Comparing two different path distances is a
    similar method known as interferometry

12
Differential Positioning Additional Accuracy
Considerations
  • Repeated measurements at the unknown roving site
    improve accuracy.
  • If the baseline distance, the distance between
    the reference and the roving locations, is less
    than about 20 km, accuracy is good, since
    differences in errors are small, or the errors
    are mostly common
  • Larger distances between reference and roving
    receivers may introduce uncommon errors, such as
    ionospheric signal path differences.

13
Differential PositioningRTK
  • Real Time Kinematic (RTK) differential GPS
  • A carrier phase differential method used when the
    roving receiver is in quasi-motion
  • The base station compares actual position with
    the GPS position, and transmits this difference
    via radio to the roving station
  • Accuracy is improved if the roving station pauses
    a few seconds during a reading, to allow for
    position averaging

14
Differential PositioningDGPS
  • Real time differential GPS (DGPS) is a code-based
    relative positioning technique.
  • Used when the roving receiver is constantly
    moving and accuracy need only be within a few
    meters.
  • Base station compares actual position with GPS
    position, and radios the difference to the roving
    station via a format called RTCM (Radio Technical
    Commission for Maritime Service)
  • Accuracy is from sub-meter to 5 m range.

15
Differential PositioningWAAS
  • Wide Area Augmentation System (WAAS), or Wide
    Area Differential GPS (WADGPS), a code based
    system, was developed by the FAA for aircraft
    navigation over North America
  • Rather than have a pair of GPS receivers for
    differential measurements, there is an
    established reference station network of
    stations, 24 of them, with precisely surveyed
    locations that will broadcast the DGPS
    corrections
  • The WAAS stations use both C/A and P-code to
    accurate differential measurements.

16
Differential PositioningWAAS
  • The 24 stations send the interpreted information
    to a central ground station that validates and
    integrates all the information
  • This combined data is uplinked to a GEO satellite
  • Corrected pseudorange downlink information is
    available to all ground WAAS users
  • Suspect GPS information is also sent, thus
    allowing users to discriminate against inaccurate
    data, such as heavily distorted signals from any
    GPS satellites.

17
Differential PositioningWAAS
  • Although previously GPS receivers needed beacon
    receiver to receive the additional information,
    now WAAS supplemental data is broadcast on L1,
    and GPS receivers only need software to decode
    the GEO satellite information to distinguish is
    from standard GPS satellites
  • WAAS GEO satellites also could serve as
    positioning spacecraft since they operate on the
    same frequency

18
Differential PositioningWAAS
  • The method of collective error determination and
    broadcasting could be adapted for other
    applications, such as small areas about the size
    of a city using carrier phase positioning, thus
    allowing sub-decimeter accuracy

19
Differential PositioningLAAS
  • Local area augmentation systems (LAAS) may be
    implemented at many airports to replace existing
    ILS approach systems
  • DGPS real-time accuracies of 1 meter allow
    coupling to auto-pilot controls so that automatic
    landings in bad weather are possible
  • DGPS autoland demonstrations were made on Boeing
    737 and 757 aircraft in the 90s

20
Differential PositioningGPS Networks
  • RTK Network
  • If enough reference stations existed in a region
    that could compute DGPS corrections,
    interpolation could allow corrections for all
    areas within that region.
  • The corrections could then be sent to any roving
    station in that region.
  • A similar system is implemented by FM
    transmitting radio stations, where DGPS
    corrections are sent to subscribers having
    special RDS (radio data system) FM receivers.

21
Differential PositioningGPS Networks
  • Data Organizations
  • Many organizations have GPS reference stations
    world-wide for geodetic purposes
  • The IGS had 250 tracking stations as of April
    2001 for monitoring GPS signals.
  • Data is archived and provided online.
  • The data is comprised of
  • Precise ephemeris
  • Satellite and tracking station coordinates and
    clock information
  • Earth rotation parameters
  • This network could be used for transmitting DGPS
    corrections.

22
References
  • Ahmed El-Rabbany, Introductions to GPS The
    Global Positioning System, Publisher Artech
    House.
  • Pratt, Timothy, Bostian, Charles, Allnutt,
    Jeremy, Satellite Communications, 2003, John
    Wiley Sons.
  • http//www.trimble.com/gps/
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