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    THE GPS

    I.

    Global Positioning System (GPS) - a U.S. space-based global navigation satellite

    system(GNSS). It provides reliable positioning, navigation, and timing services to

    worldwide users on a continuous basis in all weather, day and night, anywhere on or

    near the Earth.

    GPS is made up of three parts: between 24 and 32 satellites in Medium Earth Orbit,

    four control and monitoring stations on Earth, and the actual navigation devices

    users own. GPS satellites broadcast signals from space that GPS receivers use to

    provide three-dimensional location (latitude, longitude, and altitude) plus the time.

    The Official Name of GPS is Navigation System with Timing and Ranging Global

    Positioning System (NAVSTAR-GPS). It was developed by the U. S. Department of

    Defense, Ivan Getting, and the Massachusetts Institute of Technology (MIT).

    Generations of GPS Satellites - There are five generations of the GPS satellites:

    the Block I, Block II/IIA, Block IIR, Block IIR-M and Block IIF.

    Block I satellites were used to test the principles of the system, and lessons learned

    from those 11 satellites were incorporated into later blocks.

    The BLOCK II satellites, space vehicle numbers (SVN) 13 through 21, are the first full

    scale operational satellites developed by Rockwell International. Block II satellites

    were designed to provide 14 days of operation without contact from the Control

    Segment (CS). The Block IIs were launched from February 1989 through October1990.

    The BLOCK IIA satellites, SVNs 22 through 40, are the second series of operational

    satellites, also developed by Rockwell International. Block IIA satellites were

    designed to provide 180 days of operation without contact from the CS. During the

    180 day autonomy, degraded accuracy will be evident in the navigation message.

    The Block IIAs were launched November 1990 through November 1997.

    The BLOCK IIR satellites, SVNs 41 through 61, are the operational replenishment

    satellites developed by Lockheed Martin and will carry the GPS well into the next

    century. Block IIR satellites are designed to provide at least 14 days of operationwithout contact from the CS and up to 180 days of operation when operating in the

    autonomous navigation (AUTONAV) mode. Full accuracy will be maintained using a

    technique of ranging and communication between the Block IIR satellites. The

    cross- link ranging will be used to estimate and update the parameters in the

    navigation message of each Block IIR satellite without contact from the CS. The

    design life of the Block IIR satellite is 7.8 years; each contains three Rb atomic

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    http://en.wikipedia.org/wiki/Global_navigation_satellite_systemhttp://en.wikipedia.org/wiki/Global_navigation_satellite_systemhttp://en.wikipedia.org/wiki/Medium_Earth_Orbithttp://en.wikipedia.org/wiki/GPS_navigation_devicehttp://en.wikipedia.org/wiki/Broadcast_signalhttp://en.wikipedia.org/wiki/Global_navigation_satellite_systemhttp://en.wikipedia.org/wiki/Global_navigation_satellite_systemhttp://en.wikipedia.org/wiki/Medium_Earth_Orbithttp://en.wikipedia.org/wiki/GPS_navigation_devicehttp://en.wikipedia.org/wiki/Broadcast_signal
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    clocks and have the SA and A-S capabilities. Launching of the Block IIRs began in

    January 1997.

    The BLOCK IIR-M satellites transmit a second civil signal L2C on the L2 frequency

    and the military M signal on the L1 and L2 frequencies. SVN 49 also transmits on

    the L5 frequency.

    The Block IIF satellites will be the fifth generation of satellites and will be used for

    operations and maintenance (O&M) replenishment.

    GPS Constellation As of December 2009, the GPS constellation consists of 32

    Block II/IIA/IIR/IIR-M satellites.

    WGS84 - The new World Geodetic System is called WGS 84. It is currently the

    reference system being used by the Global Positioning System. It is geocentric and

    globally consistent within 1 m. Its parameters are:

    Ellipsoidreference

    Semi-majoraxis a

    Semi-minor axis b Inverse flattening(1/f)

    WGS 84 6,378,137.0 m 6,356,752.314

    245 m298.257 223 563

    II.

    GPS Codes

    1. The C/A code or Coarse/Acquisition Code is freely available to the public. It is

    a 1,023 bit long pseudonoise code when transmitted at 1.023 megabits per

    second (Mbit/s), repeats every millisecond. These sequences only match up,

    or strongly correlate, when they are exactly aligned. Each satellite transmits

    a unique PRN code, which does not correlate well with any other satellite's

    PRN code. In other words, the PRN codes are highly orthogonal to one

    another. This is a form ofCode Division Multiple Access (CDMA), which allows

    the receiver to recognize multiple satellites on the same frequency.

    2. The P(Y) code - The protected or precision code is modulated on both L1 and

    L2 carrier signals and is usually reserved for military applications. The P-codeis a very long (about 1014 bits) sequence of pseudo-random binary biphase

    modulations on the GPS carrier at a chipping rate of 10.23 MHz which does

    not repeat itself for about 38 weeks. Each satellite uses a one-week segment

    of this code which is unique to each satellite, and reset each week.

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    ftp://tycho.usno.navy.mil/pub/gps/gpsb2.txthttp://en.wikipedia.org/wiki/Global_Positioning_Systemhttp://en.wikipedia.org/wiki/Flatteninghttp://en.wikipedia.org/wiki/Bitshttp://en.wikipedia.org/wiki/Megabits_per_secondhttp://en.wikipedia.org/wiki/Megabits_per_secondhttp://en.wikipedia.org/wiki/Millisecondhttp://en.wikipedia.org/wiki/Correlatehttp://en.wikipedia.org/wiki/Orthogonalhttp://en.wikipedia.org/wiki/Code_Division_Multiple_Accessftp://tycho.usno.navy.mil/pub/gps/gpsb2.txthttp://en.wikipedia.org/wiki/Global_Positioning_Systemhttp://en.wikipedia.org/wiki/Flatteninghttp://en.wikipedia.org/wiki/Bitshttp://en.wikipedia.org/wiki/Megabits_per_secondhttp://en.wikipedia.org/wiki/Megabits_per_secondhttp://en.wikipedia.org/wiki/Millisecondhttp://en.wikipedia.org/wiki/Correlatehttp://en.wikipedia.org/wiki/Orthogonalhttp://en.wikipedia.org/wiki/Code_Division_Multiple_Access
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    3. The (Y) code is a special form of P code used to protect against false

    transmissions; special hardware, available only to the U.S. government, must

    be used to decrypt the P(Y) code.

    GPS Frequencies

    1. L1 (1575.42 MHz): Mix of Navigation Message, coarse-acquisition (C/A) code

    and encrypted precision P(Y) code, plus the new L1C on future Block III

    satellites.

    2. L2 (1227.60 MHz): P(Y) code, plus the new L2C code on the Block IIR-M and

    newer satellites.

    3. L3 (1381.05 MHz): Used by the Nuclear Detonation (NUDET) Detection

    System Payload (NDS) to signal detection of nuclear detonations and other

    high-energy infrared events. Used to enforce nuclear test ban treaties.

    4. L4 (1379.913 MHz): Being studied for additional ionospheric correction.

    5. L5 (1176.45 MHz): Proposed for use as a civilian safety-of-life (SoL) signal.

    This frequency falls into an internationally protected range for aeronautical

    navigation, promising little or no interference under all circumstances. The

    first Block IIF satellite that would provide this signal is set to be launched in

    2009

    Satellite Navigation Message - It is made up of three major components. The

    first part contains the GPS date and time, plus the satellite's status and an

    indication of its health. The second part contains orbital information called

    ephemeris data and allows the receiver to calculate the position of the satellite. Thethird part, called the almanac, contains information and status concerning all the

    satellites; their locations and PRN numbers.

    Satellite Ephemeris - The description of the satellite orbits and clock correction

    parameters variable over time used for positioning and baseline computations. The

    ephemeris may be broadcast (projected ahead into time and subject to selective

    availability) or precise (post-fitted).

    III.

    GPS Measurements

    Pseudorange is the measure of the apparent propagation time from the satellite to

    the receiver antenna, expressed as a distance. The apparent propagation time is

    determined from the time shift required to align a replica of the GPS code

    generated in the receiver with the received GPS code. The time shift is the

    difference between the time of signal reception (measured in the receiver time

    frame) and the time of emission measured in the satellite time frame). Pseudorange

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    http://en.wikipedia.org/wiki/Megahertzhttp://en.wikipedia.org/wiki/L1Chttp://en.wikipedia.org/wiki/L2Chttp://en.wikipedia.org/wiki/Megahertzhttp://en.wikipedia.org/wiki/L1Chttp://en.wikipedia.org/wiki/L2C
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    is obtained by multiplying the apparent signal-propagation time by the speed of

    light. Pseudorange differs from the actual range by the amount that the satellite

    and receiver clocks are offset, by propagation delays, and other errors including

    those introduced by selective availability.

    Pseudo-ranging with Carrier phase Measurements - The period of the carrierfrequency times the speed of light gives the wave length, which is about 0.19

    meters for the L1 carrier. With a 1% of wave length accuracy in detecting the

    leading edge, this component of pseudorange error might be as low as 2

    millimeters. This compares to 3 meters for the C/A code and 0.3 meters for the P

    code. However, this 2 millimeter accuracy requires measuring the total phase, that

    is the total number of wave lengths plus the fractional wavelength. This requires

    specially equipped receivers.

    IV.

    GPS accuracy is affected by a number of factors, including satellite positions, noise

    in the radio signal, atmospheric conditions, and natural barriers to the signal. Noise

    can create an error between 1 to 10 meters and results from static or interference

    from something near the receiver or something on the same frequency. Clouds and

    other atmospheric phenomena, and objects such a mountains or buildings between

    the satellite and the receiver can also produce error, sometimes up to 30 meters.

    The most accurate determination of position occurs when the satellite and receiver

    have a clear view of each other and no other objects interfere.

    Sources of GPS errors

    1. Ionosphere and troposphere disturbances: These cause the satellite signal to

    slow down as it passes through the atmosphere. However the GPS system

    has a built in model that accounts for an average amount of these

    disturbances.

    2. Signal reflection or Multipath distortion: Here the signal hits and is reflected

    off objects like tall buildings, rocks etc. This causes the signal to be delayed

    before it reaches the receiver.

    3. Ephemeris errors: Ephemeris errors are also known as orbital errors. These

    are errors in the satellites reported position against its actual position.

    4. Clock errors: The built in clock of the GPS receiver is not as accurate as the

    atomic clocks of the satellites and the slight timing errors leads to

    corresponding errors in calculations.

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    5. Visibility of Satellites: The more the number of satellites a GPS receiver can

    lock with, the better its accuracy. Buildings, rocks and mountains, dense

    foliage, electronic interference, in short everything that comes in the line of

    sight cause position errors and sometimes make it unable to take any reading

    at all. GPS receivers do not work indoors, underwater and underground.

    6. Satellite Shading: For the signals to work properly the satellites have to be

    placed at wide angles from each other. Poor geometry resulting from tight

    grouping can result in signal interference.

    User equivalent range errors (UERE) are shown below:

    Source Effect (m) Source Effect (m)

    Signal arrival C/A 3Satellite clock

    errors2

    Signal arrival P(Y) 0.3 Multipathdistortion

    1

    Ionospheric

    effects5

    Tropospheric

    effects0.5

    Ephemeris errors 2.5

    Selective Availability (SA) - a feature in GPS that adds intentional, time varying

    errors of up to 100 meters (328 ft) to the publicly available navigation signals. This

    was intended to deny an enemy the use of civilian GPS receivers for precision

    weapon guidance. It was disabled by the Clinton Administration on May 1, 2000. It is

    also called Intentional Degradation.

    Anti Spoofing - It is the encryption of the P-code signal transforming it to Y-code

    which is unavailable to civilian users.

    V.

    GPS Point Positioning - coordinates of the antenna position at an unknown point

    are sought with respect to the WGS84 reference frame. In this method, the knownpositions of the tracked GPS satellites (the position of a satellite can be computed

    from ephemerides) are being used to determine the position of unknown point using

    single GPS receiver by a method similar to the method of resection used in plane

    table surveying

    GPS Relative Positioning - Computation of the relative difference in position

    between two points by the process of differencing simultaneous reconstructed5

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    carrier phase measurements at both sites. The technique allows cancellation of all

    errors which are common to both observers, such as clock errors, orbit errors, and

    propagation delays. This cancellation effect provides for determination of the

    relative position with much greater precision than that to which a single position

    (pseudorange solution) can be determined. It is also called Phase difference

    processing.

    GPS Surveying Methods

    1. Static GPS surveying typically uses a network or multiple baseline approach

    for positioning. It may consist of multiple receivers, multiple baselines,

    multiple observational redundancies and multiple sessions. A least squares

    adjustment of the observations is required. This method provides the highest

    accuracy achievable and requires the longest observation times from less

    than an hour to five hours or longer.

    2. Pseudo-static GPS - Also known as pseudo-kinematic and repeat occupation,

    this relative positioning technique relies upon two or more simultaneous

    observations at a point pair, separated by some time interval (typically 60

    minutes or more), in order to solve the integer bias terms from the change in

    satellite geometry occurring between the repeat observations.

    3. Rapid Static Surveying - GPS surveying technique utilizing multiple

    observables (dual-frequency carrier phase, C/A and P codes) to resolve

    integer ambiguities with shortened observation periods. The method mayalso be used for observations with the receiver in motion known as on-the-fly

    ambiguity resolution. It is also called Fast Ambiguity Resolution and Fast

    Static Surveying

    4. Kinematic Surveying- Observations while a receiver is in motion. In surveying

    applications, kinematic refers to uninterrupted carrier-phase measurements

    following successful solution of the integer ambiguities. This can be

    accomplished in a continuous mode where the receiver remains in motion for

    precise positioning of a vehicle, or in an intermittent mode where data isrecorded only after a receiver is brought to a stationary point, and the

    observations while in motion are tracked as a way to maintain the integer

    ambiguities.

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    5. Real-Time Kinematic (RTK) Surveying - RTK is a process where GPS signal

    corrections are transmitted in real time from a reference receiver at a known

    location to one or more remote rover receivers. In this case, the base station

    is located at a known surveyed location, often a benchmark, and the mobile

    units can then produce a highly accurate map by taking fixes relative to that

    point. It is also called Carrier-Phase Enhancement GPS or CPGPS.

    6. Differential GPS (DGPS) It is a single point code positioning with

    pseudorange corrections applied from simultaneous observations at a known

    position. One to ten meter accuracy is typical. DGPS requires that a GPS

    receiver be set up on a precisely known location. This GPS receiver is the

    base or reference station. The base station receiver calculates its position

    based on satellite signals and compares this location to the known location.

    The difference is applied to the GPS data recorded by the second GPS

    receiver, which is known as the roving receiver. The corrected informationcan be applied to data from the roving receiver in real time in the field using

    radio signals or through postprocessing after data capture using special

    processing software.

    VI. References:

    ftp://tycho.usno.navy.mil/pub/gps/gpsb2.txt

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    http://www.rbf.com/cgcc/glossary.htm

    http://www.gisdevelopment.net/technology/gps/techgp0030.htm

    http://www.survequip.com/what-is-rtk/

    http://en.wikipedia.org/wiki/World_Geodetic_System#Updates_and_new_standards

    http://en.wikipedia.org/wiki/Introduction_to_the_Global_Positioning_System

    http://www.esri.com/news/arcuser/0103/differential1of2.html

    http://www.roseindia.net/technology/gps/sources-of-GPSe-error.shtml

    http://www.kowoma.de/en/gps/errors.htm

    http://www.directionsmag.com/article.php?article_id=228

    http://en.wikipedia.org/wiki/GPS_signals

    http://www.gmat.unsw.edu.au/snap/gps/gps_survey/chap3/311.htm#navmeg

    http://onlinemanuals.txdot.gov/txdotmanuals/ess/gps_static_surveying.htm

    http://www.maps-gps-info.com/gps-accuracy.html

    http://www.navcen.uscg.gov/navinfo/Gps/ActiveNanu.aspx

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