SlideShare a Scribd company logo
Overview
 Official name of GPS is NAVigational Satellite Timing
And Ranging Global Positioning System (NAVSTAR
GPS)
 First developed by the United States Department of
Defense
 Consists of two dozen GPS satellites in medium Earth
orbit (The region of space between 20000km and
35,786 km)
Overview
 Made up of two dozen satellites working in unison are
known as a satellite constellation
 This constellation is currently controlled by the United
States Air Force 50th Space Wing
 It costs about $750 million to manage and maintain the
system per year
 Mainly used for navigation, map-making and
surveying
Operation Overview
 A GPS receiver can tell its own position by using the
position data of itself, and compares that data with 3 or
more GPS satellites.
 To get the distance to each satellite, the GPS transmits a
signal to each satellite.
 The signal travels at a known speed.
 The system measures the time delay between the signal
transmission and signal reception of the GPS signal.
 The signals carry information about the satellite’s location.
 Determines the position of, and distance to, at least three
satellites, to reduce error.
 The receiver computes position using trilateration.
Trilateration
GPS Functionality
 GPS systems are made up of 3 segments
 Space Segment (SS)
 Control Segment (CS)
 User Segment (US)
Space Segment
 GPS satellites fly in circular orbits at an altitude of
20,200 km and with a period of 12 hours.
 Powered by solar cells, the satellites continuously
orient themselves to point their solar panels toward
the sun and their antenna toward the earth.
 Orbital planes are centered on the Earth
 Each planes has about 55° tilt relative to Earth's
equator in order to cover the polar regions.
Space Segment
 Each satellite makes two complete orbits each sidereal
day.
 Sidereal - Time it takes for the Earth to turn 360 degrees
in its rotation
 It passes over the same location on Earth once each day.
 Orbits are designed so that at the very least, six
satellites are always within line of sight from any
location on the planet.
Space Segment
 There are currently 30 actively broadcasting satellites
in the GPS constellation.
 A non-uniform arrangement improves the reliability
and availability of the system over that of a uniform
system, when multiple satellites fail
 This is possible due to the number of satellites in the
air today
Control Segment
 The CS consists of 3 entities:
 Master Control System
 Monitor Stations
 Ground Antennas
Master Control Station
 The master control station, located at Falcon Air Force
Base in Colorado Springs, Colorado, is responsible for
overall management of the remote monitoring and
transmission sites.
 GPS ephemeris is the tabulation of computed
positions, velocities and derived right ascension and
declination of GPS satellites at specific times for
eventual upload to GPS satellites.
Monitor Stations
 Six monitor stations are located at Falcon Air Force
Base in Colorado, Cape Canaveral, Florida, Hawaii,
Ascension Island in the Atlantic Ocean, Diego Garcia
Atoll in the Indian Ocean, and Kwajalein Island in the
South Pacific Ocean.
 Each of the monitor stations checks the exact altitude,
position, speed, and overall health of the orbiting
satellites.
Monitor Stations
 The control segment uses measurements collected by
the monitor stations to predict the behavior of each
satellite's orbit and clock.
 The prediction data is up-linked, or transmitted, to the
satellites for transmission back to the users.
 The control segment also ensures that the GPS satellite
orbits and clocks remain within acceptable limits. A
station can track up to 11 satellites at a time.
Monitor Stations
 This "check-up" is performed twice a day, by each
station, as the satellites complete their journeys
around the earth.
 Variations such as those caused by the gravity of the
moon, sun and the pressure of solar radiation, are
passed along to the master control station.
Ground Antennas
 Ground antennas monitor and track the satellites from
horizon to horizon.
 They also transmit correction information to
individual satellites.
User Segment
 The user's GPS receiver is the US of the GPS system.
 GPS receivers are generally composed of an antenna,
tuned to the frequencies transmitted by the satellites,
receiver-processors, and a highly-stable clock,
commonly a crystal oscillator).
 They can also include a display for showing location
and speed information to the user.
 A receiver is often described by its number of channels
this signifies how many satellites it can monitor
simultaneously. As of recent, receivers usually have
between twelve and twenty channels.
User Segment (continued)
 Using the RTCM SC-104 format, GPS receivers may
include an input for differential corrections.
 This is typically in the form of a RS-232 port at 4,800 bps
speed. Data is actually sent at a much lower rate, which
limits the accuracy of the signal sent using RTCM.
 Receivers with internal DGPS receivers are able to
outclass those using external RTCM data.
Navigational Systems
 GPS satellites broadcast three different types of data in
the primary navigation signal.
 Almanac – sends time and status information about the
satellites.
 Ephemeris – has orbital information that allows the
receiver to calculate the position of the satellite.
 This data is included in the 37,500 bit Navigation Message,
which takes 12.5 minutes to send at 50 bps.
Navigational Systems (cont’d)
 Satellites broadcast two forms of clock information
 Coarse / Acquisition code (C/A) - freely available to the
public. The C/A code is a 1,023 bit long pseudo-random
code broadcast at 1.023 MHz, repeating every
millisecond.
 Restricted Precise code (P-code) - reserved for military
usage. The P-code is a similar code broadcast at 10.23
MHz, but it repeats only once a week. In normal
operation, the anti-spoofing mode, the P code is first
encrypted into the Y-code, or P(Y), which can only be
decrypted by users a valid key.
GPS Frequencies
 L1 (1575.42 MHz) - Mix of Navigation Message, coarse-
acquisition (C/A) code and encrypted precision P(Y)
code.
 L2 (1227.60 MHz) - P(Y) code, plus the new L2C code
on the Block IIR-M and newer satellites.
 L3 (1381.05 MHz) - Used by the Defense Support
Program to signal detection of missile launches,
nuclear detonations, and other applications.
GPS Proposed Frequencies
 L4 (1379.913 MHz) - Being studied for additional
correction to the part of the atmosphere that is ionized
by solar radiation.
 L5 (1176.45 MHz) – To be used as a civilian safety-of-
life (SoL) signal.
 Internationally protected range for aeronautical
navigation.
 The first satellite that using this signal to be launched in
2008.
Position Calculation
 The coordinates are calculated according to the World
Geodetic System WGS84 coordinate system.
 The satellites are equipped with atomic clocks
 Receiver uses an internal crystal oscillator-based clock
that is continually updated using the signals from the
satellites.
 Receiver identifies each satellite's signal by its distinct
C/A code pattern, then measures the time delay for
each satellite.
Position Calculation (cont’d)
 The receiver emits an identical C/A sequence using the
same seed number the satellite used.
 By aligning the two sequences, the receiver can
measure the delay and calculate the distance to the
satellite, called the pseudorange.
 Orbital position data from the Navigation Message is
used to calculate the satellite's precise position.
Knowing the position and the distance of a satellite
indicates that the receiver is located somewhere on the
surface of an imaginary sphere centered on that
satellite and whose radius is the distance to it.
Position Calculation (cont’d)
 When four satellites are measured at the same time,
the point where the four imaginary spheres meet is
recorded as the location of the receiver.
 Earth-based users can substitute the sphere of the
planet for one satellite by using their altitude. Often,
these spheres will overlap slightly instead of meeting
at one point, so the receiver will yield a mathematically
most-probable position.
Issues That Affect Accuracy
 Changing atmospheric conditions change the speed of
the GPS signals as they pass through the Earth's
atmosphere and ionosphere.
 Effect is minimized when the satellite is directly
overhead
 Becomes greater for satellites nearer the horizon, since
the signal is affected for a longer time.
 Once the receiver's approximate location is known, a
mathematical model can be used to estimate and
compensate for these errors.
Issues That Affect Accuracy (cont’d)
 Clock Errors can occur when, for example, a GPS
satellite is boosted back into a proper orbit.
 The receiver's calculation of the satellite's position will
be incorrect until it receives another ephemeris update.
 Onboard clocks are accurate, but they suffer from partial
clock drift.
Issues That Affect Accuracy (cont’d)
 GPS Jamming can be used to limit the effectiveness of
the GPS signal
 For example, it is believed GPS guided missles have been
misled to attack non-target locations in the war in
Afghanistan.
 The stronger the jamming signal, the more interference
can be caused to the GPS signal.
Issues That Affect Accuracy (cont’d)
 GPS signals can also be affected by multipath issues
 Radio signals reflect off surrounding objects at a
location. These delayed signals can cause inaccuracy.
 Less severe in moving vehicles. When the GPS antenna
is moving, the false solutions using reflected signals
quickly fail to converge and only the direct signals result
in stable solutions.
Methods of Improving Accuracy
 Precision monitoring
 Dual Frequency Monitoring
 Refers to systems that can compare two or more signals
 These two frequencies are affected in two different ways. How
they are affected can be predicted however
 After monitoring these signals, it’s possible to calculate what
the error is and eliminate it
 Receivers that have the correct decryption key can decode the
P(Y)-code transmitted on signals to measure the error.
Methods of Improving Accuracy (cont’d)
 Carrier-Phase Enhancement (CPGPS)
 CPGPS uses the L1 carrier wave, which has a period 1000 times
smaller than that of the C/A bit period, to act as an additional
clock signal and resolve uncertainty.
 The phase difference error in the normal GPS amounts to
between 2 and 3 meters (6 to 10 ft) of ambiguity.
 CPGPS works to within 1% of perfect transition to reduce the
error to 3 centimeters (1 inch) of ambiguity.
 By eliminating this source of error, CPGPS coupled with DGPS
normally realizes between 20 and 30 centimeters (8 to 12
inches) of absolute accuracy.
Methods of Improving Accuracy (cont’d)
 Relative Kinematic Positioning (RKP)
 Determination of range signal can be resolved to an accuracy
of less than 10 centimeters (4 in).
 Resolves the number of cycles in which the signal is
transmitted and received by the receiver.
 Accomplished by using a combination of DGPS correction
data, transmitting GPS signal phase information and
ambiguity resolution techniques via statistical tests —
possibly with processing in real-time.
Methods of Improving Accuracy (cont’d)
 Augmentation
 Relies on external information being integrated into the
calculation process.
 Some augmentation systems transmit additional
information about sources of error.
 Some provide direct measurements of how much the
signal was off in the past
 Another group could provide additional navigational or
vehicle information to be integrated in the calculation
process.
Applications – Military
 Military GPS user equipment has been integrated into
fighters, bombers, tankers, helicopters, ships,
submarines, tanks, jeeps, and soldiers' equipment.
 In addition to basic navigation activities, military
applications of GPS include target designation of
cruise missiles and precision-guided weapons and
close air support.
 To prevent GPS interception by the enemy, the
government controls GPS receiver exports
 GPS satellites also can contain nuclear detonation
detectors.
Applications – Civilian
 Automobiles are often equipped GPS receivers.
 They show moving maps and information about your
position on the map, speed you are traveling, buildings,
highways, exits etc.
 Some of the market leaders in this technology are
Garmin and TomTom, not to mention the built in GPS
navigational systems from automotive manufacturers.
Applications – Civilian (cont’d)
 For aircraft, GPS provides
 Continuous, reliable, and accurate positioning
information for all phases of flight on a global basis,
freely available to all.
 Safe, flexible, and fuel-efficient routes for airspace
service providers and airspace users.
 Potential decommissioning and reduction of expensive
ground based navigation facilities, systems, and services.
 Increased safety for surface movement operations made
possible by situational awareness.
Applications – Civilian (cont’d)
 Agriculture
 GPS provides precision soil sampling, data collection,
and data analysis, enable localized variation of chemical
applications and planting density to suit specific areas of
the field.
 Ability to work through low visibility field conditions
such as rain, dust, fog and darkness increases
productivity.
 Accurately monitored yield data enables future site-
specific field preparation.
Applications – Civilian (cont’d)
 Disaster Relief
 Deliver disaster relief to impacted areas faster, saving
lives.
 Provide position information for mapping of disaster
regions where little or no mapping information is
available.
 Example, using the precise position information
provided by GPS, scientists can study how strain builds
up slowly over time in an attempt to characterize and
possibly anticipate earthquakes in the future.
Applications – Civilian (cont’d)
 Marine applications
 GPS allows access to fast and accurate position, course,
and speed information, saving navigators time and fuel
through more efficient traffic routing.
 Provides precise navigation information to boaters.
 Enhances efficiency and economy for container
management in port facilities.
Applications – Civilian (cont’d)
 Other Applications not mentioned here include
 Railroad systems
 Recreational activities (returning to the same fishing
spot)
 Heading information – replacing compasses now that
the poles are shifting
 Weather Prediction
 Skydiving – taking into account winds, plane and
dropzone location
 Many more!
To understand the GPS surveying process, you need to understand what
GPS is. In short, GPS, or the global positioning system, is a satellite-
based navigation system. GPS was first developed for military use
starting in the 1970s and became fully operational in 1993. Since then, it
has expanded its use to consumer and commercial applications.
GPS uses a network of satellites, which communicate with receivers on
the ground. When a receiver requests data to calculate its location, four or
more GPS satellites will communicate with the receiver, sending the
position of the satellite, the time the data was transmitted and the distance
between the satellite and the receiver. The information collected from
these satellites then calculates the latitude, longitude and height of the
receiver. If the receiver is moving, continuous data collection can be used
to calculate the changing position of the receiver over time, which can be
used to calculate speed. No matter the weather conditions or time, GPS
can triangulate the signal and provide a location.
SEGMENTS OF GPS
1. Space Segment
The GPS constellation consists of 24 satellites arranged in 6
orbital planes of 55- degree inclination, 20,051 kilometers
(12,532 miles) above the Earth. Each satellite completes one
orbit in one-half of a sidereal day and, therefore, passes over the
same location on earth once every sidereal day, approximately
23 hours and 56 minutes. With this orbital configuration and
number of satellites, a user at any location on Earth will have at
least four satellites in view 24 hours per day
2. Operational Control Segment
The GPS OCS consists of the master control station (MCS),
located at Falcon Air Force Base in Colorado Springs, Colorado;
remote monitoring stations, located in Hawaii, Diego Garcia,
Ascension Island, and Kwajalein; and uplink antennas, located
at three of the four remote monitor stations and at the MCS. The
four remote monitor stations contribute to satellite control by
tracking each GPS satellite in orbit, monitoring its navigational
signal, and relaying this information to the MCS. The four stations
can track and monitor the whereabouts of each GPS satellite 20
to 21 hours per day. Land-based and space-based
communications connect the remote monitoring stations with the
MCS.
3. User Equipment
GPS user equipment varies widely in cost and complexity, depending on the
receiver design and application. Receiver sets, which currently vary in price
from approximately $135 or less to $30,000, can range from fairly simple
devices that provide only basic positioning information to complex
multichannel units that track all satellites in view and perform a variety of
functions.
Most GPS receivers consist of three basic components:
(1) an antenna, which receives the signal and, in some cases, has anti-
jamming capabilities;
(2) a receiver-processor unit, which converts the radio signal to a useable
navigation solution; and
(3) a control/display unit, which displays the positioning information and
provides an interface for receiver control.
GPS.ppt
GPS.ppt
GPS.ppt

More Related Content

Similar to GPS.ppt

Gps
GpsGps
Global Positing System
Global Positing SystemGlobal Positing System
Global Positing System
Pranay Mondal
 
Abstract of gps
Abstract of gpsAbstract of gps
Abstract of gps
Sushil Ranjan
 
Electronic Navigations: GPS,GPS terms, GPS use and using Waypoints
Electronic Navigations: GPS,GPS terms, GPS use and using WaypointsElectronic Navigations: GPS,GPS terms, GPS use and using Waypoints
Electronic Navigations: GPS,GPS terms, GPS use and using Waypoints
Azad Uddin (Sojib Ahmed)
 
gps technology
gps technologygps technology
gps technology
Naga Dinesh
 
Gps sy stem
Gps sy stemGps sy stem
Gps sy stem
Ankit Gupta
 
Global Positioning System
Global Positioning SystemGlobal Positioning System
Global Positioning System
Navdeep Dhingra
 
Global Positioning System
Global Positioning System Global Positioning System
Global Positioning System Varun B P
 
Gps
GpsGps
Global Positioning System
Global Positioning SystemGlobal Positioning System
Global Positioning System
Shayan Ahmad Yar
 
Global positioning system (Gps)
Global positioning system (Gps)Global positioning system (Gps)
Global positioning system (Gps)
AshishKushwah13
 
Global positioning system
Global positioning systemGlobal positioning system
Global positioning system
Nirant Patel
 
Gps (global positioning system)
Gps (global positioning system)Gps (global positioning system)
Gps (global positioning system)
mustahsanbsphy873
 
Application of Satellite
Application of SatelliteApplication of Satellite
Gps
GpsGps
Global Positioning System (GPS) in Helthcare
Global Positioning System (GPS) in HelthcareGlobal Positioning System (GPS) in Helthcare
Global Positioning System (GPS) in Helthcare
Zulfiquer Ahmed Amin
 
GLOBAL POSITIONING SYSTEM
GLOBAL POSITIONING SYSTEMGLOBAL POSITIONING SYSTEM
GLOBAL POSITIONING SYSTEM
Eminent Planners
 
Gps final main
Gps final mainGps final main
Gps final main
Viksit Jadon
 
Global positioning system (gps)
Global positioning  system (gps)Global positioning  system (gps)
Global positioning system (gps)
Vandana Verma
 

Similar to GPS.ppt (20)

Gps
GpsGps
Gps
 
Gps
GpsGps
Gps
 
Global Positing System
Global Positing SystemGlobal Positing System
Global Positing System
 
Abstract of gps
Abstract of gpsAbstract of gps
Abstract of gps
 
Electronic Navigations: GPS,GPS terms, GPS use and using Waypoints
Electronic Navigations: GPS,GPS terms, GPS use and using WaypointsElectronic Navigations: GPS,GPS terms, GPS use and using Waypoints
Electronic Navigations: GPS,GPS terms, GPS use and using Waypoints
 
gps technology
gps technologygps technology
gps technology
 
Gps sy stem
Gps sy stemGps sy stem
Gps sy stem
 
Global Positioning System
Global Positioning SystemGlobal Positioning System
Global Positioning System
 
Global Positioning System
Global Positioning System Global Positioning System
Global Positioning System
 
Gps
GpsGps
Gps
 
Global Positioning System
Global Positioning SystemGlobal Positioning System
Global Positioning System
 
Global positioning system (Gps)
Global positioning system (Gps)Global positioning system (Gps)
Global positioning system (Gps)
 
Global positioning system
Global positioning systemGlobal positioning system
Global positioning system
 
Gps (global positioning system)
Gps (global positioning system)Gps (global positioning system)
Gps (global positioning system)
 
Application of Satellite
Application of SatelliteApplication of Satellite
Application of Satellite
 
Gps
GpsGps
Gps
 
Global Positioning System (GPS) in Helthcare
Global Positioning System (GPS) in HelthcareGlobal Positioning System (GPS) in Helthcare
Global Positioning System (GPS) in Helthcare
 
GLOBAL POSITIONING SYSTEM
GLOBAL POSITIONING SYSTEMGLOBAL POSITIONING SYSTEM
GLOBAL POSITIONING SYSTEM
 
Gps final main
Gps final mainGps final main
Gps final main
 
Global positioning system (gps)
Global positioning  system (gps)Global positioning  system (gps)
Global positioning system (gps)
 

More from DrVenkateswarluGogan1

EG NOTES.docx
EG NOTES.docxEG NOTES.docx
EG NOTES.docx
DrVenkateswarluGogan1
 
EG QUESTION BANK.docx
EG QUESTION BANK.docxEG QUESTION BANK.docx
EG QUESTION BANK.docx
DrVenkateswarluGogan1
 
PHOTOGRAMMETRY.pptx
PHOTOGRAMMETRY.pptxPHOTOGRAMMETRY.pptx
PHOTOGRAMMETRY.pptx
DrVenkateswarluGogan1
 
MODERN SURVEYING TECHNIQUES.pptx
 MODERN SURVEYING TECHNIQUES.pptx MODERN SURVEYING TECHNIQUES.pptx
MODERN SURVEYING TECHNIQUES.pptx
DrVenkateswarluGogan1
 
Modern surveying instruments.pdf
Modern surveying instruments.pdfModern surveying instruments.pdf
Modern surveying instruments.pdf
DrVenkateswarluGogan1
 
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdfProject Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
DrVenkateswarluGogan1
 
HOUSING AND COMMUNITY PLANNING.pdf
HOUSING AND COMMUNITY PLANNING.pdfHOUSING AND COMMUNITY PLANNING.pdf
HOUSING AND COMMUNITY PLANNING.pdf
DrVenkateswarluGogan1
 
Slum improvement act.pdf
Slum improvement act.pdfSlum improvement act.pdf
Slum improvement act.pdf
DrVenkateswarluGogan1
 
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdf
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdfRegional Plan for National Capital Region Dr venkateswarlu gogana.pdf
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdf
DrVenkateswarluGogan1
 
National Housing Board Dr Venkateswarlu Gogana.pdf
National Housing Board Dr Venkateswarlu Gogana.pdfNational Housing Board Dr Venkateswarlu Gogana.pdf
National Housing Board Dr Venkateswarlu Gogana.pdf
DrVenkateswarluGogan1
 
municipal act by Dr venkateswarlu gogana.pdf
municipal act by Dr venkateswarlu gogana.pdfmunicipal act by Dr venkateswarlu gogana.pdf
municipal act by Dr venkateswarlu gogana.pdf
DrVenkateswarluGogan1
 
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdfLand Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
DrVenkateswarluGogan1
 
Land acquisition Dr gogana venkateswarlu.pdf
Land acquisition Dr gogana venkateswarlu.pdfLand acquisition Dr gogana venkateswarlu.pdf
Land acquisition Dr gogana venkateswarlu.pdf
DrVenkateswarluGogan1
 
Land acquisition 1894 and larr 2013.pptx
Land acquisition 1894 and larr 2013.pptxLand acquisition 1894 and larr 2013.pptx
Land acquisition 1894 and larr 2013.pptx
DrVenkateswarluGogan1
 
Environmental Legislations.pptx
Environmental Legislations.pptxEnvironmental Legislations.pptx
Environmental Legislations.pptx
DrVenkateswarluGogan1
 
EXOGENOUS HAZARDS docx
EXOGENOUS HAZARDS docxEXOGENOUS HAZARDS docx
EXOGENOUS HAZARDS docx
DrVenkateswarluGogan1
 
ENDOGENOUS HAZARDS EARTHQUAKES .docx
ENDOGENOUS HAZARDS EARTHQUAKES .docxENDOGENOUS HAZARDS EARTHQUAKES .docx
ENDOGENOUS HAZARDS EARTHQUAKES .docx
DrVenkateswarluGogan1
 
Environmental Hazards and Environmental Disaster and Its Types.docx
Environmental Hazards and Environmental Disaster and Its Types.docxEnvironmental Hazards and Environmental Disaster and Its Types.docx
Environmental Hazards and Environmental Disaster and Its Types.docx
DrVenkateswarluGogan1
 
HOW GIS USED IN TENDERING
HOW GIS USED IN TENDERINGHOW GIS USED IN TENDERING
HOW GIS USED IN TENDERING
DrVenkateswarluGogan1
 
- Spatial Analysis and Modeling.pptx
- Spatial Analysis and Modeling.pptx- Spatial Analysis and Modeling.pptx
- Spatial Analysis and Modeling.pptx
DrVenkateswarluGogan1
 

More from DrVenkateswarluGogan1 (20)

EG NOTES.docx
EG NOTES.docxEG NOTES.docx
EG NOTES.docx
 
EG QUESTION BANK.docx
EG QUESTION BANK.docxEG QUESTION BANK.docx
EG QUESTION BANK.docx
 
PHOTOGRAMMETRY.pptx
PHOTOGRAMMETRY.pptxPHOTOGRAMMETRY.pptx
PHOTOGRAMMETRY.pptx
 
MODERN SURVEYING TECHNIQUES.pptx
 MODERN SURVEYING TECHNIQUES.pptx MODERN SURVEYING TECHNIQUES.pptx
MODERN SURVEYING TECHNIQUES.pptx
 
Modern surveying instruments.pdf
Modern surveying instruments.pdfModern surveying instruments.pdf
Modern surveying instruments.pdf
 
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdfProject Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
Project Evaluation Techniques by Dr.Venkateswarlu Gogana.pdf
 
HOUSING AND COMMUNITY PLANNING.pdf
HOUSING AND COMMUNITY PLANNING.pdfHOUSING AND COMMUNITY PLANNING.pdf
HOUSING AND COMMUNITY PLANNING.pdf
 
Slum improvement act.pdf
Slum improvement act.pdfSlum improvement act.pdf
Slum improvement act.pdf
 
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdf
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdfRegional Plan for National Capital Region Dr venkateswarlu gogana.pdf
Regional Plan for National Capital Region Dr venkateswarlu gogana.pdf
 
National Housing Board Dr Venkateswarlu Gogana.pdf
National Housing Board Dr Venkateswarlu Gogana.pdfNational Housing Board Dr Venkateswarlu Gogana.pdf
National Housing Board Dr Venkateswarlu Gogana.pdf
 
municipal act by Dr venkateswarlu gogana.pdf
municipal act by Dr venkateswarlu gogana.pdfmunicipal act by Dr venkateswarlu gogana.pdf
municipal act by Dr venkateswarlu gogana.pdf
 
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdfLand Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
Land Acquisitoin Act 1894 Dr Venkateswarlu gogana.pdf
 
Land acquisition Dr gogana venkateswarlu.pdf
Land acquisition Dr gogana venkateswarlu.pdfLand acquisition Dr gogana venkateswarlu.pdf
Land acquisition Dr gogana venkateswarlu.pdf
 
Land acquisition 1894 and larr 2013.pptx
Land acquisition 1894 and larr 2013.pptxLand acquisition 1894 and larr 2013.pptx
Land acquisition 1894 and larr 2013.pptx
 
Environmental Legislations.pptx
Environmental Legislations.pptxEnvironmental Legislations.pptx
Environmental Legislations.pptx
 
EXOGENOUS HAZARDS docx
EXOGENOUS HAZARDS docxEXOGENOUS HAZARDS docx
EXOGENOUS HAZARDS docx
 
ENDOGENOUS HAZARDS EARTHQUAKES .docx
ENDOGENOUS HAZARDS EARTHQUAKES .docxENDOGENOUS HAZARDS EARTHQUAKES .docx
ENDOGENOUS HAZARDS EARTHQUAKES .docx
 
Environmental Hazards and Environmental Disaster and Its Types.docx
Environmental Hazards and Environmental Disaster and Its Types.docxEnvironmental Hazards and Environmental Disaster and Its Types.docx
Environmental Hazards and Environmental Disaster and Its Types.docx
 
HOW GIS USED IN TENDERING
HOW GIS USED IN TENDERINGHOW GIS USED IN TENDERING
HOW GIS USED IN TENDERING
 
- Spatial Analysis and Modeling.pptx
- Spatial Analysis and Modeling.pptx- Spatial Analysis and Modeling.pptx
- Spatial Analysis and Modeling.pptx
 

Recently uploaded

Cosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdfCosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdf
Kamal Acharya
 
Vaccine management system project report documentation..pdf
Vaccine management system project report documentation..pdfVaccine management system project report documentation..pdf
Vaccine management system project report documentation..pdf
Kamal Acharya
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
Kamal Acharya
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
AJAYKUMARPUND1
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
VENKATESHvenky89705
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
FluxPrime1
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Dr.Costas Sachpazis
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
karthi keyan
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
Kamal Acharya
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Teleport Manpower Consultant
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
AhmedHussein950959
 
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdfWater Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation & Control
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
Massimo Talia
 
Final project report on grocery store management system..pdf
Final project report on grocery store management system..pdfFinal project report on grocery store management system..pdf
Final project report on grocery store management system..pdf
Kamal Acharya
 
ethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.pptethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.ppt
Jayaprasanna4
 
WATER CRISIS and its solutions-pptx 1234
WATER CRISIS and its solutions-pptx 1234WATER CRISIS and its solutions-pptx 1234
WATER CRISIS and its solutions-pptx 1234
AafreenAbuthahir2
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
obonagu
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
Pipe Restoration Solutions
 

Recently uploaded (20)

Cosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdfCosmetic shop management system project report.pdf
Cosmetic shop management system project report.pdf
 
Vaccine management system project report documentation..pdf
Vaccine management system project report documentation..pdfVaccine management system project report documentation..pdf
Vaccine management system project report documentation..pdf
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
 
DESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docxDESIGN A COTTON SEED SEPARATION MACHINE.docx
DESIGN A COTTON SEED SEPARATION MACHINE.docx
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdfWater Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdf
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
 
Final project report on grocery store management system..pdf
Final project report on grocery store management system..pdfFinal project report on grocery store management system..pdf
Final project report on grocery store management system..pdf
 
ethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.pptethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.ppt
 
WATER CRISIS and its solutions-pptx 1234
WATER CRISIS and its solutions-pptx 1234WATER CRISIS and its solutions-pptx 1234
WATER CRISIS and its solutions-pptx 1234
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
 

GPS.ppt

  • 1.
  • 2. Overview  Official name of GPS is NAVigational Satellite Timing And Ranging Global Positioning System (NAVSTAR GPS)  First developed by the United States Department of Defense  Consists of two dozen GPS satellites in medium Earth orbit (The region of space between 20000km and 35,786 km)
  • 3. Overview  Made up of two dozen satellites working in unison are known as a satellite constellation  This constellation is currently controlled by the United States Air Force 50th Space Wing  It costs about $750 million to manage and maintain the system per year  Mainly used for navigation, map-making and surveying
  • 4. Operation Overview  A GPS receiver can tell its own position by using the position data of itself, and compares that data with 3 or more GPS satellites.  To get the distance to each satellite, the GPS transmits a signal to each satellite.  The signal travels at a known speed.  The system measures the time delay between the signal transmission and signal reception of the GPS signal.  The signals carry information about the satellite’s location.  Determines the position of, and distance to, at least three satellites, to reduce error.  The receiver computes position using trilateration.
  • 6. GPS Functionality  GPS systems are made up of 3 segments  Space Segment (SS)  Control Segment (CS)  User Segment (US)
  • 7. Space Segment  GPS satellites fly in circular orbits at an altitude of 20,200 km and with a period of 12 hours.  Powered by solar cells, the satellites continuously orient themselves to point their solar panels toward the sun and their antenna toward the earth.  Orbital planes are centered on the Earth  Each planes has about 55° tilt relative to Earth's equator in order to cover the polar regions.
  • 8. Space Segment  Each satellite makes two complete orbits each sidereal day.  Sidereal - Time it takes for the Earth to turn 360 degrees in its rotation  It passes over the same location on Earth once each day.  Orbits are designed so that at the very least, six satellites are always within line of sight from any location on the planet.
  • 9. Space Segment  There are currently 30 actively broadcasting satellites in the GPS constellation.  A non-uniform arrangement improves the reliability and availability of the system over that of a uniform system, when multiple satellites fail  This is possible due to the number of satellites in the air today
  • 10. Control Segment  The CS consists of 3 entities:  Master Control System  Monitor Stations  Ground Antennas
  • 11. Master Control Station  The master control station, located at Falcon Air Force Base in Colorado Springs, Colorado, is responsible for overall management of the remote monitoring and transmission sites.  GPS ephemeris is the tabulation of computed positions, velocities and derived right ascension and declination of GPS satellites at specific times for eventual upload to GPS satellites.
  • 12. Monitor Stations  Six monitor stations are located at Falcon Air Force Base in Colorado, Cape Canaveral, Florida, Hawaii, Ascension Island in the Atlantic Ocean, Diego Garcia Atoll in the Indian Ocean, and Kwajalein Island in the South Pacific Ocean.  Each of the monitor stations checks the exact altitude, position, speed, and overall health of the orbiting satellites.
  • 13. Monitor Stations  The control segment uses measurements collected by the monitor stations to predict the behavior of each satellite's orbit and clock.  The prediction data is up-linked, or transmitted, to the satellites for transmission back to the users.  The control segment also ensures that the GPS satellite orbits and clocks remain within acceptable limits. A station can track up to 11 satellites at a time.
  • 14. Monitor Stations  This "check-up" is performed twice a day, by each station, as the satellites complete their journeys around the earth.  Variations such as those caused by the gravity of the moon, sun and the pressure of solar radiation, are passed along to the master control station.
  • 15. Ground Antennas  Ground antennas monitor and track the satellites from horizon to horizon.  They also transmit correction information to individual satellites.
  • 16. User Segment  The user's GPS receiver is the US of the GPS system.  GPS receivers are generally composed of an antenna, tuned to the frequencies transmitted by the satellites, receiver-processors, and a highly-stable clock, commonly a crystal oscillator).  They can also include a display for showing location and speed information to the user.  A receiver is often described by its number of channels this signifies how many satellites it can monitor simultaneously. As of recent, receivers usually have between twelve and twenty channels.
  • 17. User Segment (continued)  Using the RTCM SC-104 format, GPS receivers may include an input for differential corrections.  This is typically in the form of a RS-232 port at 4,800 bps speed. Data is actually sent at a much lower rate, which limits the accuracy of the signal sent using RTCM.  Receivers with internal DGPS receivers are able to outclass those using external RTCM data.
  • 18. Navigational Systems  GPS satellites broadcast three different types of data in the primary navigation signal.  Almanac – sends time and status information about the satellites.  Ephemeris – has orbital information that allows the receiver to calculate the position of the satellite.  This data is included in the 37,500 bit Navigation Message, which takes 12.5 minutes to send at 50 bps.
  • 19. Navigational Systems (cont’d)  Satellites broadcast two forms of clock information  Coarse / Acquisition code (C/A) - freely available to the public. The C/A code is a 1,023 bit long pseudo-random code broadcast at 1.023 MHz, repeating every millisecond.  Restricted Precise code (P-code) - reserved for military usage. The P-code is a similar code broadcast at 10.23 MHz, but it repeats only once a week. In normal operation, the anti-spoofing mode, the P code is first encrypted into the Y-code, or P(Y), which can only be decrypted by users a valid key.
  • 20. GPS Frequencies  L1 (1575.42 MHz) - Mix of Navigation Message, coarse- acquisition (C/A) code and encrypted precision P(Y) code.  L2 (1227.60 MHz) - P(Y) code, plus the new L2C code on the Block IIR-M and newer satellites.  L3 (1381.05 MHz) - Used by the Defense Support Program to signal detection of missile launches, nuclear detonations, and other applications.
  • 21. GPS Proposed Frequencies  L4 (1379.913 MHz) - Being studied for additional correction to the part of the atmosphere that is ionized by solar radiation.  L5 (1176.45 MHz) – To be used as a civilian safety-of- life (SoL) signal.  Internationally protected range for aeronautical navigation.  The first satellite that using this signal to be launched in 2008.
  • 22. Position Calculation  The coordinates are calculated according to the World Geodetic System WGS84 coordinate system.  The satellites are equipped with atomic clocks  Receiver uses an internal crystal oscillator-based clock that is continually updated using the signals from the satellites.  Receiver identifies each satellite's signal by its distinct C/A code pattern, then measures the time delay for each satellite.
  • 23. Position Calculation (cont’d)  The receiver emits an identical C/A sequence using the same seed number the satellite used.  By aligning the two sequences, the receiver can measure the delay and calculate the distance to the satellite, called the pseudorange.  Orbital position data from the Navigation Message is used to calculate the satellite's precise position. Knowing the position and the distance of a satellite indicates that the receiver is located somewhere on the surface of an imaginary sphere centered on that satellite and whose radius is the distance to it.
  • 24. Position Calculation (cont’d)  When four satellites are measured at the same time, the point where the four imaginary spheres meet is recorded as the location of the receiver.  Earth-based users can substitute the sphere of the planet for one satellite by using their altitude. Often, these spheres will overlap slightly instead of meeting at one point, so the receiver will yield a mathematically most-probable position.
  • 25. Issues That Affect Accuracy  Changing atmospheric conditions change the speed of the GPS signals as they pass through the Earth's atmosphere and ionosphere.  Effect is minimized when the satellite is directly overhead  Becomes greater for satellites nearer the horizon, since the signal is affected for a longer time.  Once the receiver's approximate location is known, a mathematical model can be used to estimate and compensate for these errors.
  • 26. Issues That Affect Accuracy (cont’d)  Clock Errors can occur when, for example, a GPS satellite is boosted back into a proper orbit.  The receiver's calculation of the satellite's position will be incorrect until it receives another ephemeris update.  Onboard clocks are accurate, but they suffer from partial clock drift.
  • 27. Issues That Affect Accuracy (cont’d)  GPS Jamming can be used to limit the effectiveness of the GPS signal  For example, it is believed GPS guided missles have been misled to attack non-target locations in the war in Afghanistan.  The stronger the jamming signal, the more interference can be caused to the GPS signal.
  • 28. Issues That Affect Accuracy (cont’d)  GPS signals can also be affected by multipath issues  Radio signals reflect off surrounding objects at a location. These delayed signals can cause inaccuracy.  Less severe in moving vehicles. When the GPS antenna is moving, the false solutions using reflected signals quickly fail to converge and only the direct signals result in stable solutions.
  • 29. Methods of Improving Accuracy  Precision monitoring  Dual Frequency Monitoring  Refers to systems that can compare two or more signals  These two frequencies are affected in two different ways. How they are affected can be predicted however  After monitoring these signals, it’s possible to calculate what the error is and eliminate it  Receivers that have the correct decryption key can decode the P(Y)-code transmitted on signals to measure the error.
  • 30. Methods of Improving Accuracy (cont’d)  Carrier-Phase Enhancement (CPGPS)  CPGPS uses the L1 carrier wave, which has a period 1000 times smaller than that of the C/A bit period, to act as an additional clock signal and resolve uncertainty.  The phase difference error in the normal GPS amounts to between 2 and 3 meters (6 to 10 ft) of ambiguity.  CPGPS works to within 1% of perfect transition to reduce the error to 3 centimeters (1 inch) of ambiguity.  By eliminating this source of error, CPGPS coupled with DGPS normally realizes between 20 and 30 centimeters (8 to 12 inches) of absolute accuracy.
  • 31. Methods of Improving Accuracy (cont’d)  Relative Kinematic Positioning (RKP)  Determination of range signal can be resolved to an accuracy of less than 10 centimeters (4 in).  Resolves the number of cycles in which the signal is transmitted and received by the receiver.  Accomplished by using a combination of DGPS correction data, transmitting GPS signal phase information and ambiguity resolution techniques via statistical tests — possibly with processing in real-time.
  • 32. Methods of Improving Accuracy (cont’d)  Augmentation  Relies on external information being integrated into the calculation process.  Some augmentation systems transmit additional information about sources of error.  Some provide direct measurements of how much the signal was off in the past  Another group could provide additional navigational or vehicle information to be integrated in the calculation process.
  • 33. Applications – Military  Military GPS user equipment has been integrated into fighters, bombers, tankers, helicopters, ships, submarines, tanks, jeeps, and soldiers' equipment.  In addition to basic navigation activities, military applications of GPS include target designation of cruise missiles and precision-guided weapons and close air support.  To prevent GPS interception by the enemy, the government controls GPS receiver exports  GPS satellites also can contain nuclear detonation detectors.
  • 34. Applications – Civilian  Automobiles are often equipped GPS receivers.  They show moving maps and information about your position on the map, speed you are traveling, buildings, highways, exits etc.  Some of the market leaders in this technology are Garmin and TomTom, not to mention the built in GPS navigational systems from automotive manufacturers.
  • 35. Applications – Civilian (cont’d)  For aircraft, GPS provides  Continuous, reliable, and accurate positioning information for all phases of flight on a global basis, freely available to all.  Safe, flexible, and fuel-efficient routes for airspace service providers and airspace users.  Potential decommissioning and reduction of expensive ground based navigation facilities, systems, and services.  Increased safety for surface movement operations made possible by situational awareness.
  • 36. Applications – Civilian (cont’d)  Agriculture  GPS provides precision soil sampling, data collection, and data analysis, enable localized variation of chemical applications and planting density to suit specific areas of the field.  Ability to work through low visibility field conditions such as rain, dust, fog and darkness increases productivity.  Accurately monitored yield data enables future site- specific field preparation.
  • 37. Applications – Civilian (cont’d)  Disaster Relief  Deliver disaster relief to impacted areas faster, saving lives.  Provide position information for mapping of disaster regions where little or no mapping information is available.  Example, using the precise position information provided by GPS, scientists can study how strain builds up slowly over time in an attempt to characterize and possibly anticipate earthquakes in the future.
  • 38. Applications – Civilian (cont’d)  Marine applications  GPS allows access to fast and accurate position, course, and speed information, saving navigators time and fuel through more efficient traffic routing.  Provides precise navigation information to boaters.  Enhances efficiency and economy for container management in port facilities.
  • 39. Applications – Civilian (cont’d)  Other Applications not mentioned here include  Railroad systems  Recreational activities (returning to the same fishing spot)  Heading information – replacing compasses now that the poles are shifting  Weather Prediction  Skydiving – taking into account winds, plane and dropzone location  Many more!
  • 40. To understand the GPS surveying process, you need to understand what GPS is. In short, GPS, or the global positioning system, is a satellite- based navigation system. GPS was first developed for military use starting in the 1970s and became fully operational in 1993. Since then, it has expanded its use to consumer and commercial applications. GPS uses a network of satellites, which communicate with receivers on the ground. When a receiver requests data to calculate its location, four or more GPS satellites will communicate with the receiver, sending the position of the satellite, the time the data was transmitted and the distance between the satellite and the receiver. The information collected from these satellites then calculates the latitude, longitude and height of the receiver. If the receiver is moving, continuous data collection can be used to calculate the changing position of the receiver over time, which can be used to calculate speed. No matter the weather conditions or time, GPS can triangulate the signal and provide a location.
  • 41.
  • 42.
  • 43. SEGMENTS OF GPS 1. Space Segment The GPS constellation consists of 24 satellites arranged in 6 orbital planes of 55- degree inclination, 20,051 kilometers (12,532 miles) above the Earth. Each satellite completes one orbit in one-half of a sidereal day and, therefore, passes over the same location on earth once every sidereal day, approximately 23 hours and 56 minutes. With this orbital configuration and number of satellites, a user at any location on Earth will have at least four satellites in view 24 hours per day
  • 44. 2. Operational Control Segment The GPS OCS consists of the master control station (MCS), located at Falcon Air Force Base in Colorado Springs, Colorado; remote monitoring stations, located in Hawaii, Diego Garcia, Ascension Island, and Kwajalein; and uplink antennas, located at three of the four remote monitor stations and at the MCS. The four remote monitor stations contribute to satellite control by tracking each GPS satellite in orbit, monitoring its navigational signal, and relaying this information to the MCS. The four stations can track and monitor the whereabouts of each GPS satellite 20 to 21 hours per day. Land-based and space-based communications connect the remote monitoring stations with the MCS.
  • 45. 3. User Equipment GPS user equipment varies widely in cost and complexity, depending on the receiver design and application. Receiver sets, which currently vary in price from approximately $135 or less to $30,000, can range from fairly simple devices that provide only basic positioning information to complex multichannel units that track all satellites in view and perform a variety of functions. Most GPS receivers consist of three basic components: (1) an antenna, which receives the signal and, in some cases, has anti- jamming capabilities; (2) a receiver-processor unit, which converts the radio signal to a useable navigation solution; and (3) a control/display unit, which displays the positioning information and provides an interface for receiver control.