Title: Tracking And Positioning Of Mobile Systems In Telecommunication Networks
1Tracking And Positioning Of Mobile Systems In
Telecommunication Networks
- Presented By
- RUTUJA .V. SHEDSALE
- MTECH(ETC)-102151014
2NEED FOR TRACKING
- Emergency service for subscriber safety.
- Location sensitive billing.
- Cellular Fraud detection.
- Intelligent transport system services.
- Efficient and effective network performance
- and management.
3Configuration of a typical mobile
telecommunication network.
4INTRODUCTION TO MOBILE TECHNOLOGY
- Whole service area is divided into several
coverage areas known as a cell.Each area has a
separate base station(BS). - Every BS is provided with a frequency of range
450 to 900 MHz. - The MTSO controls the BSs so that the subscriber
can continue his call without interruption. - Tracking the location within the boundary of a
cell in a telecommunication network is known as
location based services. - Mobile Technology includes mainly two functions
namely call fixing and hands off process. - Call fixing is process of connecting a call.
- Hands off is changing the BS frequency of the
user.
5ARCHITECTURE OF A GEOLOCATION SYSTEM
- A geolocation service provider provides
- location information and location aware
- sevices to subscribers.
- The service provider will contact the
- location control center about the coordinates
- of the mobile system (MS).
- The location control center will gather
- information required to compute the MSs
- location.
- The service provider will then use this
- information to visually display the MSs
- location to the subscriber.
- The subscriber can be the MS itself.
GEOLOCATION SYSTEM ARCHITECTURE K0S00
6PSAP trying to answer an E-911 call
7TECHNOLOGIES USED FOR GEOLOCATION
- 1.HANDSET BASED MOBILE POSITIONING AND TRACKING
- 1.1 GLOBAL POSITIONING SYSTEM (GPS)
- 2. DIRECTION BASED GEOLOCATION
- 2.1 ANGLE OF ARRIVAL METHOD
- 3. DISTANCE BASED POSITIONING
- 3.1 TIME OF ARRIVAL(TOA)
- 3.2 TIME DIFFERENCE OF ARRIVAL(TDOA)
- 4. LOCATION TRACKING CURVE METHOD
8GLOBLE POSITIONING SYSTEM (GPS)
- To locate the mobile telephone by itself, the
mobile telephone is provided with a GPS receiver
to calculate its location. - There should be an unobstructed line of sight to
four or more GPS satellites. - GPS satellites broadcast signals from space,
which each GPS receiver uses to calculate its
three-dimensional location (latitude, longitude,
and altitude) plus the current time - GPS receivers are used in mobile phones,
vehicles, marine navigation devices and military
applications.
9Encoding And Modulation
- The navigational signals transmitted by GPS
satellites encode a variety of information
including satellite positions, the state of the
internal clocks, and the health of the network.
Message is send at a rate of 50 bits per second. - The first part of the message encodes the week
number and the time within the week, as well as
the data about the health of the satellite. The
second part of the message, the ephemeris,
provides the precise orbit for the satellite. The
last part of the message, the almanac, contains
coarse orbit and status information for all
satellites in the network as well as data related
to error correction. - These signals are transmitted on two separate
carrier frequencies 1.57542 GHz (L1 signal) and
1.2276 GHz (L2 signal),that are common to all
satellites in the network. - The satellite network uses a CDMA spread-spectrum
technique where the low-bitrate message data is
encoded with a high-rate pseudorandom(PRN)
sequence that is different for each satellite.
10Demodulation and Decoding
- Since all of the satellite signals are modulated
onto the same L1 carrier frequency, there is a
need to separate the signals after demodulation.
Demodulating and Decoding of GPS Satellite
Signals takes place using the Gold codes. - This is done by assigning each satellite a unique
binary sequence known as a Gold code. The signals
are decoded, after demodulation, using addition
of the Gold codes corresponding to the satellites
monitored by the receiver.
11Position calculation in GPS
- Using messages received from a minimum of four
visible satellites, a GPS receiver is able to
determine the times sent and then the satellite
positions. - The x, y, and z components of position, and the
time sent, are designated as where the subscript
i is the satellite number and has the value 1, 2,
3, or 4. - The GPS receiver can compute the transit time of
the message as (tr-ti) .The distance traveled or
pseudorange, can be computed as (tr-ti)c . - A satellite's position and pseudorange define a
sphere, centered on the satellite with radius
equal to the pseudorange. - The position of the receiver is somewhere on the
surface of this sphere. - Thus with four satellites, the indicated position
of the GPS receiver is at or near the
intersection of the surfaces of four spheres.
12APPLICATIONS OF GPS
13ANGLE OF ARRIVAL METHOD
- This method calculates the angle of arrival of
signal receiving at the BS. - When a mobile user switches the system ON it
receives the signal from different base stations,
may be 3 or 4 or more. The angle of arrival
method requires two or more base station for the
determination. - It measures the direction of signal falling on
the base station and measures the angle of
incidence with respect to a normal and determines
the position of the system. - Angle of arrival method is not an accurate method
used for the mobile positioning because of its
some disadvantages such as atmospheric particles,
scattering etc.
14DISTANCE BASED POSITIONING-TOA METHOD
- The TOA method calculates the distance of a
mobile telephone and a BS based on the TOA of a
signal transmitted from the mobile telephone at
the BS. - It is assumed that the mobile telephone is
located at the intersection point of three
circles having the radius of the distances
between the BSs and the mobile telephone. - The distance is calculated by the following
equation, - Ri C ti sqrt ( (xi X ) 2 (yi Y) 2 )
where, - C Propagation speed of electromagnetic wave,
- ti propagation of time from the mobile
telephone to ith base station, - Xi, yi -- location of ith base station,
- X, Y mobile position
15DISTANCE BASED POSITIONING-TDOA METHOD
- The time-difference-of-arrival (TDOA) assumes
that the mobile is located at the intersection
point of atleast 3 hyperbolas. - The time difference between the received signals
to base stations of a certain subscriber is found
using the generalized cross correlation method. - The resulting hyperbolic equations can be solved
for finding the position location (PL) of a
certain subscriber.
16LOCATION TRACKING CURVE METHOD
17Description
- The location data processor draws two circles C1
and C2 with their respective centers set at BSs
T1 and T2 based on the TOAs of a signal
transmitted from the corresponding mobile
telephone M1 or M2 to the two BSs T1 and T2
located near the mobile telephone M1 or M2. The
two circles C1 and C2 define a common chord L1. - Therefore, we use location tracking curves TR1
and TR2 connecting the same two intersection
points P1 and P2 of the two circles C1 and C2,
instead of the common chord L1. - The two curves TR1 and TR2 have their middle
points intersecting the line ST, which connects
the positions of the two BSs T1 and T2 and the
parts of two circles C1 and C2 drawn to connect
the two intersection points P1 and P2. - This method prevents the location error caused by
the multi-path fading or the NLOS path
characteristics.
18Determination of the location tracking curve
- Assuming that the first and the second BSs T1 and
T2 selected for use in the location tracking are
present at positions (x1, y1) and (x2, y2),
respectively, the location data processor draws
the two circles C1 and C2 with the coordinates
(x1, y1) and (x2, y2) of the two BSs T1 and T2 at
their centers - The curve connects the two points P1 and P2 at
which the two circles C1 and C2 intersect each
other. The coordinates of the intersection points
P1 and P2 are (xA, yA) and (xB, yB),
respectively. - Reference circles TR1 to TR4 are drawn with
respect to the second BS T2 with smaller variances
19Reference circle selection
- The variances of the TOAs of a signal which
arrives at the two BSs T1 and T2 from different
paths are used to find the curve on which the
actual location of the mobile telephone is
determined. - The location data processor compares the
variances calculated by the first BS T1 with the
variances calculated by the second BS T2 and
considers that the mobile telephone is near to
that BS with the larger variances and selects the
BS with smaller variances as a reference point to
draw the reference circle. - The location data processor compares the
variances calculated by the two BSs T1 and T2 and
selects the base station with smaller variances
as a reference point to draw the refer - If the selected variances (those of the second BS
T2) are s, the location data processor compares
the selected variances s, with the preset
reference variances s 1, s 2, and s 3. - The location data processor selects the optimal
curve (reference circle) for the two BSs among
the several BSs, and selects another optimal
circle for another BS pair, and so on.
20FINAL POSITIONING OF MOBILE
- When curves are selected for all selected BS
pairs, the location data processor obtains the
intersection points among the selected curves. - As the selected curves do not intersect at one
point due to the multi-path fading or the NLOS
effects, the midpoint of these intersection
points is determined as the location of the
mobile telephone. - The location data processor represents the
intersection points in the latitude and the
longitude coordinates and transmits the position
coordinates to the network and the mobile
telephone.
21SUMMARY
- Our proposal is advantageous in that the location
of a mobile telephone can be accurately tracked
even in the multi-path fading and the NLOS
environment, by using more accurate tracking
curves connecting the intersection points among
circles. - We have described about accurate positioning of
mobile telephones, which can be used for several
applications. - The important considerations to be undertaken
while selecting a location based technology are
location accuracy, implementation cost,
reliability, increasing functionality.
22THANK YOU