GPS TECHNOLOGY
What is GPS
·
Radio-based navigation
system developed by DoD
ü
Initial operation in
1993
ü
Fully operational in
1995
·
System is called
NAVSTAR
ü
NAVigation with Satellite Timing And Ranging
ü
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:
ü
Location or positional
fix
ü
Velocity
ü
Direction of travel
ü
Accurate time
Global
Navigation Satellite Systems (GNSS)
q NAVSTAR
ü USA
q GLONASS
ü Russians
q Galileo
ü Europeans
GPS involves
5 Basic Steps
q Trilateration
ü Intersection of spheres
q SV Ranging
ü Determining distance from SV
q Timing
ü Why consistent, accurate clocks are
required
q Positioning
ü Knowing where SV is in space
q Correction of errors
ü Correcting for ionospheric and
tropospheric delays
How GPS
works
q Range from each satellite calculated
range = time delay X speed of light
q Technique called trilateration
is used to determine you position or “fix”
ü Intersection of spheres
q At least 3 satellites required for 2D
fix
q However, 4 satellites should always
be used
ü The 4th satellite used to
compensate for inaccurate clock in GPS receivers
ü Yields much better accuracy and
provides 3D fix
Determining
Range
q Receiver and satellite use same code
q Synchronized code generation
q Compare incoming code with receiver
generated code
Signal
Structure
q Each satellite transmits its own
unique code
q Two frequencies used
ü L1 Carrier 1575.42 MHz
ü L2 Carrier 1227.60 MHz
q Codes
ü CA Code use L1 (civilian code)
ü P (Y) Code use L1 & L2 (military
code)
Accurate
Timing is the Key
q SVs have highly accurate atomic
clocks
q Receivers have less accurate clocks
q Measurements made using “nanoseconds”
ü 1 nanosecond = 1 billionth of a
second
q 1/100th of a second error
could introduce error of 1,860 miles
q Discrepancy between satellite and
receiver clocks must be resolved
q Fourth satellite is required to solve
the 4 unknowns (X, Y, Z and receiver clock error)
Satellite
Positioning
q Also required in the equation to
solve the 4 unknowns is the actual location of the satellite.
q SV are in relatively stable orbits
and constantly monitored on the ground
q SV position is broadcast in the
“ephemeris” data streamed down to receiver
Sources of
Errors
q Largest source is due to the
atmosphere
ü Atmospheric refraction
•
Charged
particles
•
Water
vapor
Other Sources
of Errors
q Geometry of satellite positions
q Satellite clock errors
q SV position or “ephemeris” errors
q Quality of GPS receiver
q Multi-path errors
Dilution of
Precision (DOP)
q Geometric location of the satellites
as seen by the receiver
q The more spread out the satellites
are in the sky, the better the satellite geometry
q PDOP (position dilution of precision)
is a combination of VDOP and HDOP
q The lower the PDOP value, the better
the geometric strength
q PDOP value less than 6 is recommended
Selective
Availability
q The intentional introduction of
errors for civilian users is called Selective Availability
q SA was terminated on May 2, 2000
q When SA was on, civilian users
accuracy was ~100 meters
q Military has capability to degrade
signal in certain “theaters of operation” – this is called “spoofing”
Differential
Correction
q Technique used to correct some of
these errors
q Referred to as “differential GPS” or
DGPS
q In DGPS, two GPS receivers are used
q One receiver is located at an
accurately surveyed point referred to as the “base station”
q A correction is calculated by
comparing the known location to the location determined by the GPS satellites
q The correction is then applied to the
other receiver’s (known as the “rover”) calculated position
DGPS Methods
q Post-processing
ü Corrections performed after the
data is collected
ü Special software required
q Real-time
ü Corrections are performed while
the data is being collected
ü Need special equipment to receive the
DGPS signal
Wide Area
Augmentation System – WAAS
q New “real-time” DGPS
q Satellite based
q FAA initiative….now fully operational
q Series of ~25 ground reference
stations relay info to master control station
q Master control station sends
correction info to WAAS satellite
GPS Accuracy
Issues
q Ways to improve the accuracy of your
GPS collected data
ü Standardize data collection methods
ü Establish protocols for your
applications
ü Employ averaging techniques
ü Perform mission planning
ü Utilize DGPS
ü 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!
Some issues to consider when purchasing GPS devices
q What is the accuracy level required
for your application?
(10 meters or
sub-meter)
q How is unit going to be used in
field?
ü External antenna required, in heavy
canopy, ease of use, durability, data dictionary capability, waterproof…
q Cost…… from $100 to $12K
q Staff expertise..training..support
network
q How well does unit interface with
GIS?