intro. to gis lecture 4 where does spatial data come from? february 20 th, 2013
TRANSCRIPT
Copyright © 2011 by Maribeth H. Price 3-2
Cylindrical Conic Azimuthal
Review: Projections
Line of contact:Equator
Point of contact:North Pole
Lines of contact:Equator
Data Collection Techniques
• Digitizing (tracing features)– Scanned maps– Raster data
• Surveying data points using GPS, surveying equipment
• Remote sensing • Drawing files (CAD)
Surveying
• The technique, profession, and science of accurately determining the terrestrial or three-dimensional position of spatial features
• In general, the outputs is in the form of a map
• Tools– Total stations, theodolite, etc.– GPS
Global Navigation Satellite Systems (GNSS)
• Global positioning system (GPS) is the first deployed set of GNSS for positioning. It was developed by DoD.
• Russia has been developing GLONASS• Galileo is planned by a consortium of
European governments and industries• The fourth system is under development is the
Chinese Compass Satellite Navigation System• The concepts of GNSS are described using
GPS as a reference
Global Positioning System
A brief history of the Global Positioning System
Segments of the GPS A primer on how the GPS works Problems with the GPS Advancements in the GPS
There was a lack of consistent positioning Department of Defense finally said: “we need something better: all-day and all-night; all terrain”
• system (constellation) of 24 satellites in high altitude orbits(cost ~ $12 billion)
• coded satellite signals that can be processed in a GPS receiver to compute position, velocity, and time• parts of system include: space (GPS satellite vehicles) control (tracking stations) users
first one launched in 1978 ….June 26, 1993 Air Force launched 24th satellite
Global Positioning System
Control Segment
Space Segment
User Segment
Three Segments of the GPSThree Segments of the GPS
Monitor Stations
GroundAntennas
Master Station
Kwajalein Atoll
US Space Command
Control SegmentControl Segment
Hawaii
Ascension Is.Diego Garcia
Cape Canaveral
Ground AntennaMaster Control Station Monitor Station
Orbital period ~ 12 hours
Space SegmentSpace Segment
• The constellation is designed such that at any point on the earth at least four satellites are “seen”
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.
User Segment
step 1: using satellite rangingstep 2: measuring distance from satellitestep 3: getting perfect timingstep 4: knowing where a satellite is in spacestep 5: identifying errors
GPS Key Concepts
Position is Based on TimePosition is Based on Time
T + 3
Distance between satellite and receiver = “3 times the speed of light”
T
Signal leaves satellite at time “T”
Signal is picked up by the receiver at time “T + 3”
Measuring Time
• Satellites have atomic clocks– Very expensive: $100K
• Receivers have “ordinary” clocks– Inexpensive and not as accurate as satellite’s clocks
Therefore, our measurements are subject to errors due to inaccurate time measurements made by receivers
Hold on! There is a way to get around this problem
GPS is based on satellite ranging, i.e. distance from satellites …satellites are precise reference points
…we determine our distance from them
we will assume for now that we know exactly where satellite isand how far away from it we are…
if we are lost and we knowthat we are 11,000 miles
from satellite A…we are somewhere on a sphere
whose middle is satellite Aand diameter is 11,000 miles
Answer…
if we also know that we are12,000 miles from satellite B
…we can narrow down wherewe must be…
only place in universe is oncircle where two spheres intersect
if we also know that we are13,000 miles from satellite C
…our situation improvesimmensely…
only place in universe is ateither of two points where
three spheres intersect
Answer…
three can be enough to determine position… one of the two points generally is not possible (far off in space)
two can be enough if you know your elevation …why?
one of the spheres can be replaced with Earth… …center of Earth is “satellite position”
generally four are best and necessary….why?Because of the clock errors associated with receivers…
this is basic principle behind GPS……using satellites for triangulation
Answer…
how do we know that it is wrong?…measurement from third satellite
X
3rd satellite at 3 seconds
all 3 intersect at X…if time is correct
if time is not correct…
Answer… With a Perfect Receiver
add our one second error to the third receiver…
XX
…circle from 3rd satellite cannot intersect where other two do
purple dots areintersections of
2 satellites
define area of solutions …receivers calculate best solution(add or subtract time from each satellite)
Answer… With Typical Receivers
position determined from multiple pseudo-range measurements4 satellites…three (X, Y, Z) dimensions and time
when clock offsets are determined, the receiver position is known
Answer…
OK…
• We already know that satellites constantly transmits signals at known times
• As a user, we need to see at least four satellites above our horizon to determine the position
• Well, how well do we know satellites’ positions?
Where is the Satellite?
• Satellites operate in known orbits• orbits known in advance and programmed into receivers• satellites constantly monitored by DoD …identify errors (ephemeris errors*) in orbits …usually minor• corrections relayed back to satellite “data message” about their “health”
* Ephemeris are data describing the altitude, position and speed of the satellite
Sources of Errors When Positioning with GPS
• Standard Positioning Service (SPS ): Civilian Users• Source Amount of Error
Satellite clocks: 0.5 to 1 meter Orbital errors (ephemeris): < 1 meter Ionosphere: 5.0 to 10.0 meters Troposphere: 0.5 to 1 meter Receiver noise: 0.3 to 1.5 meters Multipath: 0.6 to 1.0 meters Selective Availability (SA) Does not exist any more User error: Up to a kilometer or more
• Errors are cumulative and increased by DOP.• Note that the numbers are not current (absolute). However,
you can get a feel for which errors are more significant than the other (relative).
• tropospheric water vapor: affects all frequencies; difficult to correct
• multipath: reflected signals from surfaces near receiver
• noise: receiver noise
• Satellite clock errors; ephemeris errorsselective availability: SA; error introduced by DoD;
turned off May, 2000
• blunders: human error in control segment user mistakes (e.g. incorrect geodetic datum)
…more on this in a minute receiver errors
• Dilution of precision (DOP): Satellite geometry
Sources of Errors When Positioning with GPS
ionosphere: electrically charged particles (50-500km above earth);affects speed of electromagnetic energy…amount of affect depends on frequency (need “dual-frequency” receivers to correct)
Sources of Errors When Positioning with GPS : Ionosphere
Sources of Signal InterferenceSources of Signal Interference
Earth’s Atmosphere
Solid Structures
Metal Electro-magnetic Fields
Note that the boxes indicates causes of multipath effects
N
S
W E
Satellite Geometry
• Affects the positional accuracy • Satellite geometry is estimated by th Dilution of
Precision (DOP)… can also be expressed as GDOP, PDOP, HDOP, or VDOP
• A number from 1 to 100 (unitless)… The lower the better. Typically around 4
Ideal geometry for four satellites
How A Receiver “Sees” Your RouteHow A Receiver “Sees” Your Route
Yellow stars: where you want to go.
Green stars: where the GPS receiver may take you.
Blue circles: the potential circle of GPS error at each waypoint.
Differential GPS (DGPS)
• One of the ways to significantly improve accuracy• corrects errors at one location using measured errors at a known
position (base station)• requires software in reference receiver that can track• The base station and the rover (user/remote) should not be too far
from each other ( <50km). The accuracy diminishes with increase in the distance between the two units.
• There are two modes of measurements:– Realtime (Real Time Kinematic GPS: RTK)– Post-process
Differential GPS (DGPS)
DGPS Site
x+30, y+60
x+5, y-3
True coordinates = x+0, y+0
Correction = x-5, y+3
DGPS correction = x+(30-5) and y+(60+3)
True coordinates = x+25, y+63
x-5, y+3
DGPS ReceiverReceiver
Differential GPS (DGPS)
• Realtime (RTK)
USCG NDGPS Ground StationsUSCG NDGPS Ground Stations
Yellow areas show overlap between NDGPS stations. Green areas are little to no coverage. Topography may also limit some areas of coverage depicted here.
Summary
• GNSS is a satellite-base positioning system. GPS is the first deployed by DoD
• GNSS is based on range (distance) measurements • Three satellites must be seen by the receiver for
positioning. However, the position may not be accurate due to…?
• GNSS measurements contain errors coming from ionosphere, troposphere, receiver noise, multipath, poor geometry, etc.
• The measurement accuracy can be improved using DGPS techniques
• Low DOP can also improve accuracy
• Think about: What would be ideal GPS measurements for different map scales?
Suggestion
• GPS is still a black box to you!• Take the summer course to get hands-
on experience with GPS measurements techniques