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A Method for Pedestrian Position Estimation using
          Inter-Vehicle Communication
                    Yuta Sawa, Tomoya Kitani, Naoki Shibata† , Keiichi Yasumoto, and Minoru Ito
                      Graduate School of Information Science, Nara Institute of Science and Technology
                                     Email: {yuta-s, t-kitani, yasumoto, ito}@is.naist.jp
                                          † Faculty of Economics, Shiga University

                                             Email: shibata@biwako.siga-u.ac.jp


   Abstract—In this paper, we propose a method for detecting        angle cannot be completely eliminated, since the sensed data
the positions of pedestrians by cooperation of multiple cars        is only used by the car which sensed the data. In our method,
with directional antennas to support drivers for pedestrian         cars send the sensed information to other cars by inter-vehicle
safety. In the method, each pedestrian carries a device which
periodically transmits a beacon with a unique ID, and each car      communication to solve the dead angle problem and make the
passing near the pedestrian receives the beacon by a directional    result of detection more precise. Our method does not need
antenna and measures the distance and the angle of arrival.         an extra cost for installing devices on crossroads.
We assume the distribution of the measurement errors to be             In our method, we assume that each pedestrian carries a
a normal distribution, and the system calculates the existence      device which periodically transmits a beacon signal with a
probabilities of each pedestrian at each point. By exchanging
information of the probabilities between cars, the area with high   unique device ID. Each car is assumed to have a directional
existence probability is narrowed down. In this paper, we first      antenna for receiving beacons, a positioning system like GPS,
describe the situations where detecting positions of pedestrians    a precise clock (which usually comes with a GPS receiver),
greatly contribute to pedestrian safety, and then we describe the   a computer with a capability of inter-vehicle communication
probability model used in our method, the method for calculating    and road map data. Each car receives the beacon by the
existence probabilities from information from multiple cars, and
the protocol for exchanging the probability information between     directional antenna and measures the distance and the angle of
cars. We evaluated our method on QualNet simulator, and             arrival of the beacon. The detected information of the position
confirmed that the positions can be detected accurately enough       of the pedestrian has some error. We calculate the existence
for practical uses.                                                 probabilities at each point by assuming that the distribution
                                                                    of error follows a normal distribution. Then, the probability
                      I. I NTRODUCTION
                                                                    information is exchanged between cars, and the area with high
   In recent years, the number of cars is rapidly increasing        existence probability is narrowed down by overlapping the
in several countries and accordingly the number of traffic           information from multiple cars. The probabilities of moving
accidents is rapidly increasing. In Japan, while the total          speed of each pedestrian can be also used to make the results
number of fatal traffic accidents is decreasing, there is only       more precise.
modest decrease in the number of traffic accidents where a              For evaluation of our method, we conducted some simula-
pedestrian, a bicycle, or a motorcycle is involved [2][3]. This     tions of our method using QualNet simulator. In a crossroad
situation could prompt the introductions of AHS(Advanced            with a lot of obstructions, we counted the number of beacons
Cruise-Assist Highway Systems) or ASV(Advanced Safety               received by cars until the car reaches the distance needed to
Vehicle) which warn drivers in dangerous situations, automati-      stop without crashing into the pedestrian. Then we compared
cally decelerates the car or avoid an obstacle automatically[1].    the results with and without inter-vehicle communication. The
But, currently these mechanisms only avoid collisions against       area of 90% existence probability can be narrowed down from
large objects, and thus some car manufacturing companies            a near-circular area with radius of 18.33m to 3.74m.
are developing mechanisms to detect pedestrians or bicycles.
Some of these mechanisms employ sensors installed on a car to                           II. R ELATED W ORKS
detect pedestrians or bicycles[4], [5], [6]. In other mechanisms,      Currently, many car companies and researchers are involved
devices carried by pedestrians and cars send their positions        in researches for realizing a vehicle safety system using inter-
to another kind of device installed on crossroads, and this         vehicle communication. Misener et al. have proposed and
device notifies the cars in dangerous situations [4]. The former     implemented a safety assistance system using inter-vehicle
method has a problem of the dead angle of sensors, and the          communication. They evaluated their system at a large flat
latter method requires extra costs for installing the devices on    area similar to a runway of airplane and an intersection in
crossroads.                                                         the real world[5]. In [4], a system for pedestrians to avoid
   In this paper, we propose a method for precisely detecting       car accidents is proposed. In this system, pedestrians and cars
pedestrians utilizing communication between cars with direc-        send information including their positions and moving velocity
tional antennas. In the existing methods, the problem of dead       to a server located on each intersection, and cars receive
attention messages from the server when the server notices that
a pedestrian and a car will collide based on the information of
position and velocity of the pedestrian and the car. A system
for pedestrians to avoid car accidents are also proposed in [6].
In this system, a car sends a information including its position
and moving velocity to a device carried by each pedestrian,
and this device calculates the positional relation between the
pedestrian and the car and sends an attention message to
the car when necessary. The former system enables driver
to avoid accidents with pedestrians who cannot be viewed
from the driver, but this system requires additional costs to
install the servers on each intersection. This system also has
a problem of large communication delay. The latter system
requires pedestrians to carry a device with accurate positioning
capability, which is potentially expensive.
   In order to detect a pedestrian or an obstacle, these objects        Fig. 1.   A Blind Intersection due to Buildings and Other Vehicles
have to be recognized and positioned. As for positioning, there
are some existing methods utilizing GPS, laser range finders[7]
and radio wave[8], [9], [10]. GPS is a popular method of            when many cars are slowly moving due to a signal or traffic
positioning, but its measurement error is as much as 10 meters.     jam, it is difficult for the drivers to notice pedestrians who are
The method using a laser range finder cannot detect all objects      in the blind spots. In such a situation, systems which notify
in a situation with high vehicle density, since there can be        positions of pedestrians to the drivers will certainly reduce the
dead angle of laser beam. A method using radio waves uses           number of traffic accidents.
received signal strength or the angle of arrival for estimating
positions of objects. This method is not prone to the influence          IV. P EDESTRIAN P OSITION E STIMATION P ROBLEM
of obstacles, while the measurement error tends to be larger           In this section, we give some assumptions, and then define
than the method using laser. For any of these method, in order      the pedestrian position estimation problem.
to improve the accuracy of position estimation, putting many
anchors, cooperation of many devices, and installing devices        A. Assumptions
on infrastructures are required.                                       1) Pedestrians: We make the pedestrian’s equipment min-
   It is known that cars require a certain amount of distance       imum. We assume the following for each pedestrian.
to stop completely[11]. This distance includes the distance            • Each pedestrian is equipped with a beacon device.
while the car runs until the driver pedals the brake. Thus,            • Beacon device emits a signal every tb [s].
the notification has to be shown to the driver before the               • A unique ID is assigned to each beacon device.
distance between the car and the object becomes closer than            • Radio for sending beacon signals is based on IEEE
the stopping distance, and this is an absolute time restriction          802.11 standard.
for car accident avoidance systems.
                                                                       2) Cars: We assume the following for each car.
   III. TARGET S ITUATION OF P EDESTRIAN D ETECTION                    • Each car is equipped with a directional antenna capable of

   In this section, we describe the target situations where              receiving beacon signals and estimating their directions.
                                                                       • Each car is equipped with IEEE 802.11 based wireless
pedestrian detection and alert systems are needed. According
to the white paper published by National Police Agency of                LAN device, and capable of communication with other
Japan [3], 74.6% of traffic accidents occur in urban areas, and           cars.
                                                                       • Each car is equipped with a GPS receiver.
43.5% of them occur in intersections. 25% of the pedestrian
                                                                       • Each car is equipped with a computer with a certain
fatalities are caused by unreasonable road crossings. Accord-
ing to [11], drivers who have been notified of the existence of           amount of storage and accurate clock.
                                                                       • Road map is installed on the computer of each car.
pedestrians pedal the brakes about one second earlier.
   Therefore, the number of these fatalities can be reduced by         3) Inter Vehicle Communication: We assume the following
giving drivers information about pedestrians who are crossing       in communication between cars.
the road. Following the above discussion, we decided to focus          • Radio for beacon signals sent by pedestrians and packets
on the following situation as our target.                                exchanged between cars is based on IEEE 802.11.
      A Blind Intersection due to Buildings and Other Vehicles:        • Time intervals for sending beacon signals and packets are
Figure 1 denotes a blind intersection due to buildings, roadside         tb [s] and tc [s], respectively.
trees, and other vehicles. Drivers passing through this intersec-      • Each beacon signal propagates in the area with radius rb
tion cannot see beyond these structures. This is called a blind          [m] centered at its sender. All cars in the area receive the
spot. If a pedestrian tries to get across such an intersection           beacon signal as long as there is no radio interference.
•  Each packet sent by a car propagates in the area with                   Purpose: Provide safety navigation to drivers by
     radius rc [m]. All cars in the area receive the packet as               showing the position and moving direction of pedes-
     long as there is no radio interference.                                 trians.
  4) Property of Directional Antenna: We assume the fol-                     Input: Position information of pedestrians measured
lowing for directional antenna.                                              by a car and brought from other cars through inter-
  • When receiving a beacon signal, it can estimate the
                                                                             vehicle communication
     direction and distance to its sender pedestrian.                        Output: Indicating positions of pedestrians in dan-
  • Error in the measured direction follows normal distribu-
                                                                             gerous situations to drivers.
     tion.                                                                   Constraints: By considering the time duration T [s]
  • Error in the measured distance follows normal distribu-
                                                                             that car stops since its driver recognizes danger, the
     tion.                                                                   danger indication must be finished T [s] before the
                                                                             car hits the pedestrian.
B. Protocol for Pedestrian Position Estimation
                                                                             V. P OSITION E STIMATION A LGORITHM
  We describe the behavior of each pedestrian and each car
below.                                                               In this section, we describe the algorithm to solve the
  (a) Pedestrian’s behavior:                                       problem defined in Sect. IV-C. The basic idea is as follows.
  1) Construct a packet pktp (id, sn) with the pedestrian’s          1) When a car receives a beacon packet from a pedestrian,
      beacon ID id and beacon sequence number sn.                        it measures the angle and the distance to the pedestrian
  2) Broadcast pktp (id, sn) to cars in the area of radius rb            based on the signal received by the directional antenna,
      centered at the pedestrian.                                        estimates the pedestrian’s position from the angle and
  3) Increment the beacon sequence number sn by one.                     strength of the car’s position, and computes the pedes-
  4) Repeat 1) to 3) at time interval tb .                               trian’s existence probability at each position around the
                                                                         estimated position, called existence probability map.
  (b) Car’s behavior:
                                                                     2) In order to make the existence probability map more
  1) Wait until a packet is received.                                    accurately, we make cars exchange the probability maps
  2) If the received packet is the pedestrian’s beacon                   computed by those cars, and compose the maps into a
      pktp (id, sn), take the following behavior.                        new map.
        a) Create a map of pedestrian’s existence probabilities      Below, we explain how we realize this idea.
            (described in Sect. IV) by estimating pedestrian’s
            position from measured beacon signal and its po-       A. Input, Output, Constraint, and Objective of Problem
            sition.                                                   Below we will describe the details of input, output, con-
        b) Construct a packet pktc (car pos, angle, d, id, sn)     straint, and objective of the target problem.
            with its position car pos, measured angle angle,       Input: For each car ci (i ∈ {1, 2, · · · , n}), ci ’s position
            measured distance d, and pedestrian’s ID and se-       (xi , yi ), and the measured angle θi and distance di to the
            quence number in the received packet.                  pedestrian.
        c) Broadcast pktc (car pos, angle, d, id, sn) in the       Output: Existence probability map of pedestrian w.
            area with radius rc centered at the car.               Constraint: The distance that a running car stops since its
        d) Repeat c) at time interval tc until receiving another   driver notices pedestrian in dangerous situation consists of
            packet pktp (id, sn ) with different sequence num-     thinking distance and braking distance, where the former is
            ber from the same pedestrian.                          the distance that the car runs until the braking gets effective
  3) If the received packet is other car’s packet                  since the driver decides braking, and the latter is the distance
      pktc (car pos, angle , d , id , sn ), take the following     that the car runs until it completely stops since the braking
      behavior.                                                    gets effective. In order to avoid traffic accidents of pedestrians,
        a) Confirm beacon ID id and sequence number sn .            notification of estimated pedestrian position must be notified
        b) If the beacon packet pktp (id , sn ) was already        to a driver before the car goes into the area centered at the
            received, compute a map of pedestrian’s existence      pedestrian with a radius of this distance.
            probabilities for car pos, angle , and d , and            The thinking distance and the braking distance are calcu-
            compose it with the existent map (composition          lated by the following expressions (1) and (2).
            algorithm is explained in Sect. IV).
        c) Otherwise, create a map of pedestrians existence                         dthinking    = trecognize · v                (1)
            probabilities.
                                                                                                   (v/3.6)2
                                                                                     dbraking    =                               (2)
C. Pedestrian Position Estimation Problem for Safety Naviga-                                        254 · µ
tion                                                               Here, v is the car speed, µ is the kinetic friction coefficient of
  We define the problem of estimating pedestrian’s position         the road, and trecognize is the driver’s response time, where
using inter-vehicle communication as follows.                      trecognize will typically be 2 seconds [11]. Thus, the distance
between a car and a pedestrian in danger is less than dlimit
defined below.

                 dlimit = dbraking + dthinking                (3)
Objective: Let w.pos(t) and c.pos(t) denote the positions of
pedestrian w and car c at time t, respectively. We assume that
the time when a car c in its radio range receives is the same
as the time when the beacon packet is sent. For each car c
and a pedestrian w, the purpose of our method is to complete
indicating w’s position to c’s driver while the distance between
c and w is larger than dlimit .                                      Fig. 2. Measuring Angle and Dis-
   To solve the above problem, we present two algorithms: (i)        tance of Beacon by Directional An-
                                                                     tenna
algorithm for computing pedestrian existence probability map,                                             Fig. 3. Pedestrian’s Existence Prob-
                                                                                                          ability Map
and (ii) algorithm for composing a new map from multiple
maps.
B. Computing Pedestrian’s Existence Probability Map
   First, we will explain the model for the angle to the
pedestrian measured by directional antenna. Let θmeasured
be the measured angle to the target pedestrian, where the
base direction is the car’s running direction, as shown in
Fig. 2. Since there is a measurement error, the actual angle
is somewhere around the measured angle θmeasured . From
assumption in Sect.IV-A, the probability fΘ (θ) that the actual
angle becomes θ follows the normal distribution centered at
θmeasured , and denoted by the following equation.                          Fig. 4.   Example of composing multiple probability index
                                    ( θ−θ         )2
                           1     −1      measured
              fΘ (θ) = √        e 2        σθ
                                                            (4)                              √
                          2πσθ                                                          d=    (x − xi )2 + (y − yi )2                     (8)
   Here, the variance σθ (e.g., 6 degrees) is decided depending
on the property of the directional antennas equipped with cars.         Below, we consider the allowable error in pedestrian posi-
   Next, we will explain the model for measuring the distance        tion estimation. In general, pedestrian’s moving speed is said
to the pedestrian. Let dmeasured denote the measured distance        to be 4Km/hour (i.e., 1m/sec). In the proposed method, in
to the target pedestrian, which is computed by RSSI (Received        order to reduce computation time, we divide the target space
Signal Strength Indicator) of the received beacon packet at          in a road map into grids with 1 meter sides as shown in Fig.
the directional antenna (see Fig. 2). Due to measurement             3, give each grid probabilistic index calculated for the central
error, the actual distance is somewhere around the measured          point (x, y) of the grid by equation (6).
distance dmeasured . From assumption in Sect.IV-A, the prob-            We use Bayes’ theorem to calculate fΘ (θ) and fD (d).
ability fD (d) that the actual distance becomes d follows the        C. Composing New Probability Map from Multiple Maps
normal distribution centered at dmeasured , and denoted by the
following equation.                                                     Now, we will explain how to improve the estimation accu-
                                                                     racy of position by composing probability maps obtained by
                                     ( d−d        )2
                            1     −1      mesured                    multiple cars.
               fD (d) = √       e 2        σd
                                                            (5)
                           2πσd                                         In order to compose multiple probability index, the mea-
                                                                     surement data have to satisfy the following conditions.
We assume that the variance σd is given by σd = α×rrp .Here,
α denote a constant number.                                             • All cars receive the same beacon with same ID transmit-

   By using equations (4) and (5), we can calculate the                   ted at the same time.
probabilistic index that a pedestrian is at arbitrary position       The probability index {pc1 , pc2 , · · · pcm } derived from the re-
(x, y) in a map by the following equation.                           ceived beacon which satisfies the above condition, we calculate
                                                                     the new probability index by Bayes theorem.
                   pci (x, y) = fΘ (θ) · fD (d)               (6)
                                                                          VI. S IMULATION E XPERIMENT AND E VALUATION
Here, denoting (xi , yi ) to be the position of car ci , and θ and      In this section, we describe the results of computer sim-
d are calculated by the following equations.                         ulation for evaluating how accurately the proposed system
                         |y − yi |           π     π                 with inter-vehicle communication can estimate the pedestrian’s
           θ = tan−1 (             ) ,   −     ≤θ≤            (7)
                         |x − xi |           2     2                 locations before the limit of time for stopping a car. In this
evaluation, we have used QualNet Simulator [12] to simulate        C. Experimental Result
wireless communication.                                               The results of the simulation for the evaluation 1-a is shown
                                                                   in Fig. 5. This figure shows the ratio of the packet which
A. Experimental Parameters                                         cannot be received until the car reaches within the distance of
   The target area is a large intersection located at Shijo-       dlimit . This results show that the ratio of packet loss does not
Kawaramachi, which is in the central Kyoto, shown in Fig.          increase as the number of cars in the area increases. The packet
8, 9, and 10. The size of this area is 142[m] × 142[m].            loss rate stays around 4% even when there are 18 cars in the
This intersection has a set of traffic signals, the signals for     area. Figure 6 is the result of the simulation for the evaluation
east-west direction is set to green, and the signals for north-    1-b, which is the number of packets received until the car
south direction is red. We varied the number of cars which         reaches within the distance of dlimit . For all conditions, the
go through the intersection in the east-west direction among       car is able to receive more than 14 packets until the deadline,
2, 4, 6 and 8, and the number in the north-south direction         which is sufficient for estimating the position of the pedestrian.
among 2, 4, 6, 8 and 10. The moving speed of all cars on              Figure 7 shows the radius of the smallest circle which con-
the road with green signal are 50[km/h], and all cars keep         tains all cells of the grid in which the existence probability of
10m as the distance from the preceding car. The drivers’           pedestrian exceeds 90%, while the number of cars exchanging
response time trecognize from recognizing danger to pedal the      information is changed from 0 to 8. From this figure, we can
brakes is assumed to be 2 seconds. We placed 12 pedestrians        see that when σd =10[m], the radius is 18.33[m] when there
in this area. The road condition in the area is dry and its        is only one car, but the radius becomes 3.74[m] if there are 8
coefficient µ of friction is 0.7. In this case, dlimit becomes 22   cars. Thus, the accuracy of estimation improves as the number
meters. Pedestrians’ devices for transmitting beacon and the       of cars increases. We can see the same result when σd =20[deg]
inter-vehicle communication use IEEE 802.11b as the physical       and 30[deg]. Fig. 8, 9 and 10 show the results of position
layer protocol. The radio propagation range is 100 meters. The     estimation when there are 2 cars in vertical direction and 2 cars
interval of broadcasting pedestrians’ beacon tb is 0.2 seconds     in horizontal direction. In these simulations, the coordinates
and the interval of broadcasting data from each car tc is also     of the pedestrian is (48, 76)[m]. These results show that on
0.2 seconds. The size of a pedestrian’s beacon is 100 bytes,       any conditions, the accuracy of estimation is improved as the
which contains a Beacon ID and a Packet Sequence Number.           number of cars exchanging information increases.
A location of each car is represented as coordinates (x, y)
and the length of each coordinate value is 64 bits. The size                               VII. C ONCLUSION
of data measured by a car is 150 bytes. In order to reproduce         In this paper, we presented a method for pedestrian position
multipath fading, Rayleigh Fading model is used as the radio       estimation using inter-vehicle communication. In the proposed
propagation model. Irregular Terrain Model is used as the path     method, we used a pedestrian existence probability model in
loss model and the normal distribution is used to reproduce        order to consider a measurement error, and cars exchange
shadowing in this simulation.                                      pedestrian existence probabilities using inter-vehicle commu-
                                                                   nication in order to detect pedestrians with high accuracy.
B. Evaluation Items                                                We have implemented the proposed system on the network
  The items for evaluation are shown below.                        simulator QualNet and confirmed that cars detect a pedestrian
                                                                   until a distance between a driving car and a pedestrian gets
  1) Packet Loss Rate: In order to evaluate how many packets       smaller than car’s stopping distance.
     can be received until the car reaches within the distance
                                                                      As the future work, we will consider the way for evaluating
     of dlimit from a pedestrian, we measured the number of
                                                                   each pedestrian’s accident risk for each driver and filtering
     beacons successfully received by a car when this car is
                                                                   out low accident risk pedestrians so that each driver can focus
     going through the intersection from the right side.
                                                                   on higher accident risk pedestrians. We will also consider the
       a) The ratio of successfully received beacons               way that cars detect a series of pedestrian’s position for a time
       b) The number of successfully received beacons              interval in order to estimate the pedestrian’s moving direction.
  2) Estimation Accuracy of Pedestrian’s Location: In order        In this paper, we have implemented the proposed system at a
     to evaluate how the accuracy of estimation changes as         blind intersection. We will implement the proposed system at
     the number of cars exchanging information changes, we         a road that a car often collide with a pedestrian who run out
     measured the radius of the smallest circle which contains     into the street.
     all cells of the grid in which the existence probability of
     pedestrian exceeds 90%. We varied the number of cars                                      R EFERENCES
     exchanging information with the front car from 0 to 8.        [1] Road Bureau, Ministry of Land, Infrastructure and Transport, Japanese
     The variance σθ of the normal distribution for the error          Government: ITS HOMEPAGE, http://www.its.go.jp/ITS/
     of angle of arrival is set to 6[deg], and the variance σd     [2] National Police Agency: “Police White Book ”
                                                                       http://www.npa.go.jp/hakusyo/index.htm (In Japanese).
     for the error of distance is varied among 10[m], 20[m]        [3] National Police Agency: “The situation of a traffic accident in 2007 ”
     and 30[m].                                                        http://www.npa.go.jp/toukei/index.htm. (In Japanese).
Pedestrian Position [m]
                                        5                                                                                                                                                                  30




                                                                                                      Received Packets
                                                                                                                                          Vehicle ID : from 1 to 7                                                                              σd = 10[m]
                                                                                                                         30
                                                                                                                                                                                                                                                σd = 20[m]
                 Packet Loss Rate (%)
                                                                                                                                                Pedestrian ID : 8                                          25
                                        4                                                                                                                                                                                                       σd = 30[m]
                                                                                                                         25




                                                                                                        Number of
                                                                                                                                                                                                           20




                                                                                                                                                                                       Error of
                                        3                                                                                20
                                                                                                                                                                                                           15
                                                                                                                         15
                                        2
                                                Number of Cars in the north-south direction : 0
                                                                                                                                                                                                           10
                                                Number of Cars in the north-south direction : 2                          10
                                                Number of Cars in the north-south direction : 4
                                        1
                                                Number of Cars in the north-south direction : 6                          5                                                                                  5
                                                Number of Cars in the north-south direction : 8
                                            Number of Cars in the north-south direction : 10
                                        0                                                                                0                                                                                  0
                                                                   2                              4
                                                                                                                              0       1     2    3   4     5    6    7   8   9                                  0       1   2    3        4     5    6       7   8   9
                                                                 Car Number
                                                                                                                                                 Node ID                                                                    Number of Cars

             Fig. 5. Transmitted Packet Loss Rate
             among Multiple Cars                                                                               Fig. 6. Number of Received Packets from                                     Fig. 7. Change in Estimation Accuracy of
                                                                                                               8 Neighboring Cars                                                          Pedestrian’s Location by Multiple Cars
                 140                                                                                                     140                                                                                140
                                                                   σd = 10[m]                                                                        σd = 10[m]                                                                               σd = 10[m]
                 120                                               σd = 20[m]                                            120                         σd = 20[m]                                             120                               σd = 20[m]
                                                                   σd = 30[m]                                                                        σd = 30[m]                                                                               σd = 30[m]
    Y-Axis [m]




                                                                                                         Y-Axis [m]




                                                                                                                                                                                      Y-Axis [m]
                                                                   pedestrian                                                                        pedestrian                                                                               pedestrian
                 100                                                       car                                           100                                 car                                            100                                       car
                         80                                                                                               80                                                                                    80

                         60                                                                                               60                                                                                    60

                         40                                                                                               40                                                                                    40

                         20                                                                                               20                                                                                    20

                                   0                                                                                          0                                                                                     0
                                            0      20       40      60       80 100 120 140                                       0       20    40    60       80 100 120 140                                           0   20       40       60    80 100 120 140
                                                     X-Axis [m]                                                                            X-Axis [m]                                                                           X-Axis [m]
        Fig. 8. Probability index of Pedestrian’s                                                            Fig. 9.     Integrated Probability index of                                      Fig. 10.    Integrated Probability index of
        Location measured by 1 Car                                                                           Pedestrian’s Location measured by 4 Cars                                         Pedestrian’s Location measured by 8 Cars



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    LIGENT TRANSPORTATION SYSTEM ”
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[5] J.A. Misener, and R. Sengupta: “Cooperative Collision Warning: Enabling
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[8] Malhotra     N. Krasniewski       M.    Yang     C.   Bagchi      S. and
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[9] S. Capkun, M. Hamdi, and J-P. Hubaux: “GPS-free positioning in mobile
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[10] N. Patwari R.J. O’Dea and Y. Wang: “Relative Location in Wireless
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(Paper) A Method for Pedestrian Position Estimation using Inter-Vehicle Communication

  • 1. A Method for Pedestrian Position Estimation using Inter-Vehicle Communication Yuta Sawa, Tomoya Kitani, Naoki Shibata† , Keiichi Yasumoto, and Minoru Ito Graduate School of Information Science, Nara Institute of Science and Technology Email: {yuta-s, t-kitani, yasumoto, ito}@is.naist.jp † Faculty of Economics, Shiga University Email: shibata@biwako.siga-u.ac.jp Abstract—In this paper, we propose a method for detecting angle cannot be completely eliminated, since the sensed data the positions of pedestrians by cooperation of multiple cars is only used by the car which sensed the data. In our method, with directional antennas to support drivers for pedestrian cars send the sensed information to other cars by inter-vehicle safety. In the method, each pedestrian carries a device which periodically transmits a beacon with a unique ID, and each car communication to solve the dead angle problem and make the passing near the pedestrian receives the beacon by a directional result of detection more precise. Our method does not need antenna and measures the distance and the angle of arrival. an extra cost for installing devices on crossroads. We assume the distribution of the measurement errors to be In our method, we assume that each pedestrian carries a a normal distribution, and the system calculates the existence device which periodically transmits a beacon signal with a probabilities of each pedestrian at each point. By exchanging information of the probabilities between cars, the area with high unique device ID. Each car is assumed to have a directional existence probability is narrowed down. In this paper, we first antenna for receiving beacons, a positioning system like GPS, describe the situations where detecting positions of pedestrians a precise clock (which usually comes with a GPS receiver), greatly contribute to pedestrian safety, and then we describe the a computer with a capability of inter-vehicle communication probability model used in our method, the method for calculating and road map data. Each car receives the beacon by the existence probabilities from information from multiple cars, and the protocol for exchanging the probability information between directional antenna and measures the distance and the angle of cars. We evaluated our method on QualNet simulator, and arrival of the beacon. The detected information of the position confirmed that the positions can be detected accurately enough of the pedestrian has some error. We calculate the existence for practical uses. probabilities at each point by assuming that the distribution of error follows a normal distribution. Then, the probability I. I NTRODUCTION information is exchanged between cars, and the area with high In recent years, the number of cars is rapidly increasing existence probability is narrowed down by overlapping the in several countries and accordingly the number of traffic information from multiple cars. The probabilities of moving accidents is rapidly increasing. In Japan, while the total speed of each pedestrian can be also used to make the results number of fatal traffic accidents is decreasing, there is only more precise. modest decrease in the number of traffic accidents where a For evaluation of our method, we conducted some simula- pedestrian, a bicycle, or a motorcycle is involved [2][3]. This tions of our method using QualNet simulator. In a crossroad situation could prompt the introductions of AHS(Advanced with a lot of obstructions, we counted the number of beacons Cruise-Assist Highway Systems) or ASV(Advanced Safety received by cars until the car reaches the distance needed to Vehicle) which warn drivers in dangerous situations, automati- stop without crashing into the pedestrian. Then we compared cally decelerates the car or avoid an obstacle automatically[1]. the results with and without inter-vehicle communication. The But, currently these mechanisms only avoid collisions against area of 90% existence probability can be narrowed down from large objects, and thus some car manufacturing companies a near-circular area with radius of 18.33m to 3.74m. are developing mechanisms to detect pedestrians or bicycles. Some of these mechanisms employ sensors installed on a car to II. R ELATED W ORKS detect pedestrians or bicycles[4], [5], [6]. In other mechanisms, Currently, many car companies and researchers are involved devices carried by pedestrians and cars send their positions in researches for realizing a vehicle safety system using inter- to another kind of device installed on crossroads, and this vehicle communication. Misener et al. have proposed and device notifies the cars in dangerous situations [4]. The former implemented a safety assistance system using inter-vehicle method has a problem of the dead angle of sensors, and the communication. They evaluated their system at a large flat latter method requires extra costs for installing the devices on area similar to a runway of airplane and an intersection in crossroads. the real world[5]. In [4], a system for pedestrians to avoid In this paper, we propose a method for precisely detecting car accidents is proposed. In this system, pedestrians and cars pedestrians utilizing communication between cars with direc- send information including their positions and moving velocity tional antennas. In the existing methods, the problem of dead to a server located on each intersection, and cars receive
  • 2. attention messages from the server when the server notices that a pedestrian and a car will collide based on the information of position and velocity of the pedestrian and the car. A system for pedestrians to avoid car accidents are also proposed in [6]. In this system, a car sends a information including its position and moving velocity to a device carried by each pedestrian, and this device calculates the positional relation between the pedestrian and the car and sends an attention message to the car when necessary. The former system enables driver to avoid accidents with pedestrians who cannot be viewed from the driver, but this system requires additional costs to install the servers on each intersection. This system also has a problem of large communication delay. The latter system requires pedestrians to carry a device with accurate positioning capability, which is potentially expensive. In order to detect a pedestrian or an obstacle, these objects Fig. 1. A Blind Intersection due to Buildings and Other Vehicles have to be recognized and positioned. As for positioning, there are some existing methods utilizing GPS, laser range finders[7] and radio wave[8], [9], [10]. GPS is a popular method of when many cars are slowly moving due to a signal or traffic positioning, but its measurement error is as much as 10 meters. jam, it is difficult for the drivers to notice pedestrians who are The method using a laser range finder cannot detect all objects in the blind spots. In such a situation, systems which notify in a situation with high vehicle density, since there can be positions of pedestrians to the drivers will certainly reduce the dead angle of laser beam. A method using radio waves uses number of traffic accidents. received signal strength or the angle of arrival for estimating positions of objects. This method is not prone to the influence IV. P EDESTRIAN P OSITION E STIMATION P ROBLEM of obstacles, while the measurement error tends to be larger In this section, we give some assumptions, and then define than the method using laser. For any of these method, in order the pedestrian position estimation problem. to improve the accuracy of position estimation, putting many anchors, cooperation of many devices, and installing devices A. Assumptions on infrastructures are required. 1) Pedestrians: We make the pedestrian’s equipment min- It is known that cars require a certain amount of distance imum. We assume the following for each pedestrian. to stop completely[11]. This distance includes the distance • Each pedestrian is equipped with a beacon device. while the car runs until the driver pedals the brake. Thus, • Beacon device emits a signal every tb [s]. the notification has to be shown to the driver before the • A unique ID is assigned to each beacon device. distance between the car and the object becomes closer than • Radio for sending beacon signals is based on IEEE the stopping distance, and this is an absolute time restriction 802.11 standard. for car accident avoidance systems. 2) Cars: We assume the following for each car. III. TARGET S ITUATION OF P EDESTRIAN D ETECTION • Each car is equipped with a directional antenna capable of In this section, we describe the target situations where receiving beacon signals and estimating their directions. • Each car is equipped with IEEE 802.11 based wireless pedestrian detection and alert systems are needed. According to the white paper published by National Police Agency of LAN device, and capable of communication with other Japan [3], 74.6% of traffic accidents occur in urban areas, and cars. • Each car is equipped with a GPS receiver. 43.5% of them occur in intersections. 25% of the pedestrian • Each car is equipped with a computer with a certain fatalities are caused by unreasonable road crossings. Accord- ing to [11], drivers who have been notified of the existence of amount of storage and accurate clock. • Road map is installed on the computer of each car. pedestrians pedal the brakes about one second earlier. Therefore, the number of these fatalities can be reduced by 3) Inter Vehicle Communication: We assume the following giving drivers information about pedestrians who are crossing in communication between cars. the road. Following the above discussion, we decided to focus • Radio for beacon signals sent by pedestrians and packets on the following situation as our target. exchanged between cars is based on IEEE 802.11. A Blind Intersection due to Buildings and Other Vehicles: • Time intervals for sending beacon signals and packets are Figure 1 denotes a blind intersection due to buildings, roadside tb [s] and tc [s], respectively. trees, and other vehicles. Drivers passing through this intersec- • Each beacon signal propagates in the area with radius rb tion cannot see beyond these structures. This is called a blind [m] centered at its sender. All cars in the area receive the spot. If a pedestrian tries to get across such an intersection beacon signal as long as there is no radio interference.
  • 3. • Each packet sent by a car propagates in the area with Purpose: Provide safety navigation to drivers by radius rc [m]. All cars in the area receive the packet as showing the position and moving direction of pedes- long as there is no radio interference. trians. 4) Property of Directional Antenna: We assume the fol- Input: Position information of pedestrians measured lowing for directional antenna. by a car and brought from other cars through inter- • When receiving a beacon signal, it can estimate the vehicle communication direction and distance to its sender pedestrian. Output: Indicating positions of pedestrians in dan- • Error in the measured direction follows normal distribu- gerous situations to drivers. tion. Constraints: By considering the time duration T [s] • Error in the measured distance follows normal distribu- that car stops since its driver recognizes danger, the tion. danger indication must be finished T [s] before the car hits the pedestrian. B. Protocol for Pedestrian Position Estimation V. P OSITION E STIMATION A LGORITHM We describe the behavior of each pedestrian and each car below. In this section, we describe the algorithm to solve the (a) Pedestrian’s behavior: problem defined in Sect. IV-C. The basic idea is as follows. 1) Construct a packet pktp (id, sn) with the pedestrian’s 1) When a car receives a beacon packet from a pedestrian, beacon ID id and beacon sequence number sn. it measures the angle and the distance to the pedestrian 2) Broadcast pktp (id, sn) to cars in the area of radius rb based on the signal received by the directional antenna, centered at the pedestrian. estimates the pedestrian’s position from the angle and 3) Increment the beacon sequence number sn by one. strength of the car’s position, and computes the pedes- 4) Repeat 1) to 3) at time interval tb . trian’s existence probability at each position around the estimated position, called existence probability map. (b) Car’s behavior: 2) In order to make the existence probability map more 1) Wait until a packet is received. accurately, we make cars exchange the probability maps 2) If the received packet is the pedestrian’s beacon computed by those cars, and compose the maps into a pktp (id, sn), take the following behavior. new map. a) Create a map of pedestrian’s existence probabilities Below, we explain how we realize this idea. (described in Sect. IV) by estimating pedestrian’s position from measured beacon signal and its po- A. Input, Output, Constraint, and Objective of Problem sition. Below we will describe the details of input, output, con- b) Construct a packet pktc (car pos, angle, d, id, sn) straint, and objective of the target problem. with its position car pos, measured angle angle, Input: For each car ci (i ∈ {1, 2, · · · , n}), ci ’s position measured distance d, and pedestrian’s ID and se- (xi , yi ), and the measured angle θi and distance di to the quence number in the received packet. pedestrian. c) Broadcast pktc (car pos, angle, d, id, sn) in the Output: Existence probability map of pedestrian w. area with radius rc centered at the car. Constraint: The distance that a running car stops since its d) Repeat c) at time interval tc until receiving another driver notices pedestrian in dangerous situation consists of packet pktp (id, sn ) with different sequence num- thinking distance and braking distance, where the former is ber from the same pedestrian. the distance that the car runs until the braking gets effective 3) If the received packet is other car’s packet since the driver decides braking, and the latter is the distance pktc (car pos, angle , d , id , sn ), take the following that the car runs until it completely stops since the braking behavior. gets effective. In order to avoid traffic accidents of pedestrians, a) Confirm beacon ID id and sequence number sn . notification of estimated pedestrian position must be notified b) If the beacon packet pktp (id , sn ) was already to a driver before the car goes into the area centered at the received, compute a map of pedestrian’s existence pedestrian with a radius of this distance. probabilities for car pos, angle , and d , and The thinking distance and the braking distance are calcu- compose it with the existent map (composition lated by the following expressions (1) and (2). algorithm is explained in Sect. IV). c) Otherwise, create a map of pedestrians existence dthinking = trecognize · v (1) probabilities. (v/3.6)2 dbraking = (2) C. Pedestrian Position Estimation Problem for Safety Naviga- 254 · µ tion Here, v is the car speed, µ is the kinetic friction coefficient of We define the problem of estimating pedestrian’s position the road, and trecognize is the driver’s response time, where using inter-vehicle communication as follows. trecognize will typically be 2 seconds [11]. Thus, the distance
  • 4. between a car and a pedestrian in danger is less than dlimit defined below. dlimit = dbraking + dthinking (3) Objective: Let w.pos(t) and c.pos(t) denote the positions of pedestrian w and car c at time t, respectively. We assume that the time when a car c in its radio range receives is the same as the time when the beacon packet is sent. For each car c and a pedestrian w, the purpose of our method is to complete indicating w’s position to c’s driver while the distance between c and w is larger than dlimit . Fig. 2. Measuring Angle and Dis- To solve the above problem, we present two algorithms: (i) tance of Beacon by Directional An- tenna algorithm for computing pedestrian existence probability map, Fig. 3. Pedestrian’s Existence Prob- ability Map and (ii) algorithm for composing a new map from multiple maps. B. Computing Pedestrian’s Existence Probability Map First, we will explain the model for the angle to the pedestrian measured by directional antenna. Let θmeasured be the measured angle to the target pedestrian, where the base direction is the car’s running direction, as shown in Fig. 2. Since there is a measurement error, the actual angle is somewhere around the measured angle θmeasured . From assumption in Sect.IV-A, the probability fΘ (θ) that the actual angle becomes θ follows the normal distribution centered at θmeasured , and denoted by the following equation. Fig. 4. Example of composing multiple probability index ( θ−θ )2 1 −1 measured fΘ (θ) = √ e 2 σθ (4) √ 2πσθ d= (x − xi )2 + (y − yi )2 (8) Here, the variance σθ (e.g., 6 degrees) is decided depending on the property of the directional antennas equipped with cars. Below, we consider the allowable error in pedestrian posi- Next, we will explain the model for measuring the distance tion estimation. In general, pedestrian’s moving speed is said to the pedestrian. Let dmeasured denote the measured distance to be 4Km/hour (i.e., 1m/sec). In the proposed method, in to the target pedestrian, which is computed by RSSI (Received order to reduce computation time, we divide the target space Signal Strength Indicator) of the received beacon packet at in a road map into grids with 1 meter sides as shown in Fig. the directional antenna (see Fig. 2). Due to measurement 3, give each grid probabilistic index calculated for the central error, the actual distance is somewhere around the measured point (x, y) of the grid by equation (6). distance dmeasured . From assumption in Sect.IV-A, the prob- We use Bayes’ theorem to calculate fΘ (θ) and fD (d). ability fD (d) that the actual distance becomes d follows the C. Composing New Probability Map from Multiple Maps normal distribution centered at dmeasured , and denoted by the following equation. Now, we will explain how to improve the estimation accu- racy of position by composing probability maps obtained by ( d−d )2 1 −1 mesured multiple cars. fD (d) = √ e 2 σd (5) 2πσd In order to compose multiple probability index, the mea- surement data have to satisfy the following conditions. We assume that the variance σd is given by σd = α×rrp .Here, α denote a constant number. • All cars receive the same beacon with same ID transmit- By using equations (4) and (5), we can calculate the ted at the same time. probabilistic index that a pedestrian is at arbitrary position The probability index {pc1 , pc2 , · · · pcm } derived from the re- (x, y) in a map by the following equation. ceived beacon which satisfies the above condition, we calculate the new probability index by Bayes theorem. pci (x, y) = fΘ (θ) · fD (d) (6) VI. S IMULATION E XPERIMENT AND E VALUATION Here, denoting (xi , yi ) to be the position of car ci , and θ and In this section, we describe the results of computer sim- d are calculated by the following equations. ulation for evaluating how accurately the proposed system |y − yi | π π with inter-vehicle communication can estimate the pedestrian’s θ = tan−1 ( ) , − ≤θ≤ (7) |x − xi | 2 2 locations before the limit of time for stopping a car. In this
  • 5. evaluation, we have used QualNet Simulator [12] to simulate C. Experimental Result wireless communication. The results of the simulation for the evaluation 1-a is shown in Fig. 5. This figure shows the ratio of the packet which A. Experimental Parameters cannot be received until the car reaches within the distance of The target area is a large intersection located at Shijo- dlimit . This results show that the ratio of packet loss does not Kawaramachi, which is in the central Kyoto, shown in Fig. increase as the number of cars in the area increases. The packet 8, 9, and 10. The size of this area is 142[m] × 142[m]. loss rate stays around 4% even when there are 18 cars in the This intersection has a set of traffic signals, the signals for area. Figure 6 is the result of the simulation for the evaluation east-west direction is set to green, and the signals for north- 1-b, which is the number of packets received until the car south direction is red. We varied the number of cars which reaches within the distance of dlimit . For all conditions, the go through the intersection in the east-west direction among car is able to receive more than 14 packets until the deadline, 2, 4, 6 and 8, and the number in the north-south direction which is sufficient for estimating the position of the pedestrian. among 2, 4, 6, 8 and 10. The moving speed of all cars on Figure 7 shows the radius of the smallest circle which con- the road with green signal are 50[km/h], and all cars keep tains all cells of the grid in which the existence probability of 10m as the distance from the preceding car. The drivers’ pedestrian exceeds 90%, while the number of cars exchanging response time trecognize from recognizing danger to pedal the information is changed from 0 to 8. From this figure, we can brakes is assumed to be 2 seconds. We placed 12 pedestrians see that when σd =10[m], the radius is 18.33[m] when there in this area. The road condition in the area is dry and its is only one car, but the radius becomes 3.74[m] if there are 8 coefficient µ of friction is 0.7. In this case, dlimit becomes 22 cars. Thus, the accuracy of estimation improves as the number meters. Pedestrians’ devices for transmitting beacon and the of cars increases. We can see the same result when σd =20[deg] inter-vehicle communication use IEEE 802.11b as the physical and 30[deg]. Fig. 8, 9 and 10 show the results of position layer protocol. The radio propagation range is 100 meters. The estimation when there are 2 cars in vertical direction and 2 cars interval of broadcasting pedestrians’ beacon tb is 0.2 seconds in horizontal direction. In these simulations, the coordinates and the interval of broadcasting data from each car tc is also of the pedestrian is (48, 76)[m]. These results show that on 0.2 seconds. The size of a pedestrian’s beacon is 100 bytes, any conditions, the accuracy of estimation is improved as the which contains a Beacon ID and a Packet Sequence Number. number of cars exchanging information increases. A location of each car is represented as coordinates (x, y) and the length of each coordinate value is 64 bits. The size VII. C ONCLUSION of data measured by a car is 150 bytes. In order to reproduce In this paper, we presented a method for pedestrian position multipath fading, Rayleigh Fading model is used as the radio estimation using inter-vehicle communication. In the proposed propagation model. Irregular Terrain Model is used as the path method, we used a pedestrian existence probability model in loss model and the normal distribution is used to reproduce order to consider a measurement error, and cars exchange shadowing in this simulation. pedestrian existence probabilities using inter-vehicle commu- nication in order to detect pedestrians with high accuracy. B. Evaluation Items We have implemented the proposed system on the network The items for evaluation are shown below. simulator QualNet and confirmed that cars detect a pedestrian until a distance between a driving car and a pedestrian gets 1) Packet Loss Rate: In order to evaluate how many packets smaller than car’s stopping distance. can be received until the car reaches within the distance As the future work, we will consider the way for evaluating of dlimit from a pedestrian, we measured the number of each pedestrian’s accident risk for each driver and filtering beacons successfully received by a car when this car is out low accident risk pedestrians so that each driver can focus going through the intersection from the right side. on higher accident risk pedestrians. We will also consider the a) The ratio of successfully received beacons way that cars detect a series of pedestrian’s position for a time b) The number of successfully received beacons interval in order to estimate the pedestrian’s moving direction. 2) Estimation Accuracy of Pedestrian’s Location: In order In this paper, we have implemented the proposed system at a to evaluate how the accuracy of estimation changes as blind intersection. We will implement the proposed system at the number of cars exchanging information changes, we a road that a car often collide with a pedestrian who run out measured the radius of the smallest circle which contains into the street. all cells of the grid in which the existence probability of pedestrian exceeds 90%. We varied the number of cars R EFERENCES exchanging information with the front car from 0 to 8. 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  • 6. Pedestrian Position [m] 5 30 Received Packets Vehicle ID : from 1 to 7 σd = 10[m] 30 σd = 20[m] Packet Loss Rate (%) Pedestrian ID : 8 25 4 σd = 30[m] 25 Number of 20 Error of 3 20 15 15 2 Number of Cars in the north-south direction : 0 10 Number of Cars in the north-south direction : 2 10 Number of Cars in the north-south direction : 4 1 Number of Cars in the north-south direction : 6 5 5 Number of Cars in the north-south direction : 8 Number of Cars in the north-south direction : 10 0 0 0 2 4 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 Car Number Node ID Number of Cars Fig. 5. Transmitted Packet Loss Rate among Multiple Cars Fig. 6. Number of Received Packets from Fig. 7. Change in Estimation Accuracy of 8 Neighboring Cars Pedestrian’s Location by Multiple Cars 140 140 140 σd = 10[m] σd = 10[m] σd = 10[m] 120 σd = 20[m] 120 σd = 20[m] 120 σd = 20[m] σd = 30[m] σd = 30[m] σd = 30[m] Y-Axis [m] Y-Axis [m] Y-Axis [m] pedestrian pedestrian pedestrian 100 car 100 car 100 car 80 80 80 60 60 60 40 40 40 20 20 20 0 0 0 0 20 40 60 80 100 120 140 0 20 40 60 80 100 120 140 0 20 40 60 80 100 120 140 X-Axis [m] X-Axis [m] X-Axis [m] Fig. 8. Probability index of Pedestrian’s Fig. 9. Integrated Probability index of Fig. 10. Integrated Probability index of Location measured by 1 Car Pedestrian’s Location measured by 4 Cars Pedestrian’s Location measured by 8 Cars [4] Nissan Motor Co., Ltd.:“NISSAN ADVANCES TESTING OF INTEL- LIGENT TRANSPORTATION SYSTEM ” http://www.nissan-global.com/EN/NEWS/2007/ STORY/070313-01-e.html. [5] J.A. Misener, and R. Sengupta: “Cooperative Collision Warning: Enabling Crash Avoidance with Wireless Technology ” Proc. 12th World Congress on ITS Nov. 2005. [6] D. Ikeda M. Horie, R. Yamaguchi, T. Wada and H. Okada: “An effective algorithm of the relative movement between vehicles and pedestrians in VPEC ” Proc. of the 2nd ACM International Workshop on Wireless network testbeds evaluation and characterization pp. 95–96 2007. [7] C. Premebida and U. Nunes: “A Multi-Target Tracking and GMM- Classifier for Intelligent Vehicles ” Proc. of the IEEE Intelligent Trans- portation Systems Conference 2006 (ITSC 2006) pp. 313–315 2006. [8] Malhotra N. Krasniewski M. Yang C. Bagchi S. and Chappell W.: “Location Estimation in Ad-Hoc Networks with Direc- tional Antennas ” Proc. of the 25th IEEE International Conference on Distributed Computing Systems pp. 633–642 2005. [9] S. Capkun, M. Hamdi, and J-P. Hubaux: “GPS-free positioning in mobile Ad-Hoc networks ” Proc. of the 34th Hawaii International Conference on System Sciences 2001 Vol.9 pp. 9008 2001. [10] N. Patwari R.J. O’Dea and Y. Wang: “Relative Location in Wireless Networks ” Vehicular Technology Conference 2001. VTC 2001 Spring. IEEE VTS 53rd Vol.2 pp.1149–1153 2001. [11] M. Hayashi, A. Nishioka, K. Goshi and K. Matsunaga: “Human- Centerd Intelligent Transport System ASSIST ” Proc. of the 2nd In- ternational Conference on Innovative Computing, Infomatio and Control (ICICIC2007) pp.7 2007. [12] Scalable Network Technology : http://www.scalable-networks.com/.