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Global Navigation Satellite Systems

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Navigation Satellite Timing and Ranging Global Positioning System ... Predict satellite ephemerides and satellite ... of updates to broadcast ephemeris ... – PowerPoint PPT presentation

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Title: Global Navigation Satellite Systems


1
Global Navigation Satellite Systems
  • Introduction to the
  • Global Positioning System

2
Overview
  • Basics of GPS
  • Applications and uses
  • Error sources
  • Use of GPS in Surveying
  • Advantages and disadvantages of traditional
    methods
  • Other satellite navigation systems

3
What is GPS?
  • Navigation Satellite Timing and Ranging Global
    Positioning System (NAVSTAR GPS)
  • All weather global navigation, positioning and
    time-transfer system
  • Created and maintained by the US Department of
    Defense

4
Capabilities of GPS
5
GPS Segments
6
Space Segment
  • Constellation currently consists of 27 satellites
    on six orbital planes
  • Orbit the Earth at a altitude of approx. 20,200km
    with a period of 11h 58m
  • Each SV has an atomic clock

7
Space Segment
  • SV transmit two carrier signals, L1 and L2, which
    are modulated with pseudo-random noise (PRN)
    codes
  • The C/A (Civilian Access) PRN code is modulated
    on L1
  • The P (Protected) code is modulated on both L1
    and L2

8
Carrier Waver (L1, L2)
Pseudo-random Noise (C/A, P codes)
9
Control Segment
10
Control Segment
  • Tasks of the control segment
  • Monitor and control the constellation
  • Establish GPS time and maintain synchronisation
  • Predict satellite ephemerides and satellite clock
    corrections
  • Update navigation message for each SV

11
Control Segment
  • Consists of
  • 5 Monitor stations, 3 of which act as Ground
    Control Stations
  • 1 Master Control Station
  • GPS time, which is based on Universal Coordinated
    Time (UTC) is maintained by the US Naval
    Observatory

12
User Segment
  • GPS used for
  • personal, vehicle, marine and aircraft navigation
  • Surveying, deformation monitoring, geodesy,
    geodynamics
  • Precision farming, soil mapping, ionospheric
    modeling, asset management
  • Time transfer

13
User Segment
  • Standard Positioning Service
  • Based on C/A code
  • Calculates the time the signal takes to travel
    from the satellite to the receiver by measuring
    the shift between the incoming C/A code and an
    internally generated copy
  • Distances (or ranges) between each satellite and
    the receiver are calculated using the speed of
    light

14
Time Measurement Using PRN Code
Receiver Generated Code
Signal Received from Satellite
15
User Segment
  • Standard Positioning Service
  • Because of errors the distances are called
    pseudoranges
  • Because quartz clocks are used must solve for
    receiver clock offset from GPS time
  • ? need 4 satellites to solve for 3D position, 3
    satellites for a 2D position

16
(No Transcript)
17
User Segment
  • Standard Positioning Service (cont)
  • Until July 2000 US-DoD deliberately degraded the
    civilian service by imposing Selective
    Availability (SA)
  • Under SA errors were introduced into the
    satellite clock and position to degrade accuracy
    to approx. 100m horizontally and 300m vertically
  • US military has the ability to deny civilian
    access to GPS signal for any particular region of
    the Earth

18
User Segment
  • Precise Positioning Service
  • Based on P-code
  • Access restricted to US military and its allies
    by encryption of the P-code to prevent hostile
    use and impersonation of the GPS signals
  • Operates in the same way as the SPS
  • More precise because it has a lower effective
    wavelength and is dual-frequency

19
Error Budget
20
DGPS
  • Requires 2 or more receivers
  • One or more receivers have known coordinates and
    are used to calculate corrections to the others
  • Determines a 3D vector (called a baseline)
    between the reference and roving receivers
  • Spatially correlated errors cancel
  • As distance between receiver increases less error
    is eliminated

21
DGPS
  • Block Shift Method
  • Coordinates are calculated for the reference
    station and rover station using SPS
  • Difference between the calculated and known
    coordinates are used to correct the position of
    the roving receiver
  • Simple and effective
  • Effectiveness reduced when reference and roving
    receivers do not use all the same satellite

22
DGPS
  • Pseudorange Correction Method
  • Using the known coordinates of the reference
    station true pseudoranges are calculated
  • Corrections are applied to the pseudoranges at
    the rover
  • Effective and relatively simple
  • Forces use of common satellites

23
Carrier Phase Positioning
  • Based on used of sinusoidal L1 and L2 carrier
    phases
  • Carrier phases can be measured more precisely
    than the PRNs
  • Observable is the fractional part of the carrier
    phase and the number of full cycles since lock on
    satellite

24
Carrier Phase Positioning
  • Unknown number of full cycles of the occur
    between the satellite and receiver
  • Determination of the integer ambiguities is
    very complicated
  • Requires 2 or more receivers and measures a
    baseline not absolute coordinates

25
GPS vs Traditional Surveying
  • For GPS
  • does not require line of sight between survey
    points
  • easy to measure baselines of many kilometres very
    precisely
  • highly productive once ambiguities are solved
  • can provide almost continuous positioning
  • suitable for many non-traditional applications

26
GPS vs Traditional Surveying ...
  • Against GPS
  • requires 4 (preferably 5 or more) satellites to
    be visible
  • cannot be used underground, under trees, in urban
    canyons
  • high equipment costs
  • time lost recovering ambiguities
  • gives ellipsoidal height

27
Surveying with GPS
  • Mission planning
  • Data collection methods
  • Processing algorithms

28
Mission Planning
  • Recce survey to measure the height (in degrees)
    and distribution of any obstructions
  • Use of mission planning software with a current
    almanac to determine satellite visibility

29
Mission Planning ...
  • Number of satellites and the Dilution of
    Precision (DOP) used to chose an appropriate date
    and time for the survey
  • More satellites means higher redundancy and
    ability to detect poor measurements
  • Lower DOP translates into higher precision

30
Mission Planning ...
31
Mission Planning ...
32
Data Collection and Processing
  • Static surveys
  • Fast (rapid) surveys
  • Stop and go
  • Kinematic
  • Real Time Kinematic (RTK)

33
Other GNSS Systems
  • GPS Modernisation
  • 3rd frequency, L5
  • C/A code on L2
  • Higher frequency of updates to broadcast
    ephemeris
  • Result in faster ambiguity resolution, better
    ionosphere modelling

34
Other GNSS Systems ...
  • GLONASS (Global Navigation Satellite System)
  • Russian system similar to GPS
  • currently only 8 operational satellites

35
Other GNSS Systems ...
  • GALILEO
  • European system currently under development
  • High integrity -gt user will be aware of any error
    in the system within 6 seconds of it occurring
  • Interoperability with GPS

36
Questions?
37
Practical
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