Page 133 - Innovations in Intelligent Machines
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124    A. Pongpunwattana and R. Rysdyk
                           site’s expected center location. In this method, the probability density field
                           at a distance r from the center location of the site is defined by a function
                           which provides the correct probability of intersection given a path of a single
                           revolution about the expected center location of the site at the distance r.
                           The two probability density fields are given by
                                                                         O
                                                             O
                                                      p i (r + R ) − p i (r − R )
                                               v
                                                             i
                                                                         i
                                              β (r)=                                       (24)
                                               i
                                                               2πr
                           and
                                                             V           V
                                                     p i r + R v  − p i r − R v
                                               i
                                             β (r)=                                        (25)
                                               v
                                                               2πr
                           where p i (r) is the probability that the center location of site i is within a
                                                           E
                           distance r of the expected location ˜ ,
                                                          z
                                                           i
                                                           r

                                                                 x
                                                   p i (r)=  2πyρ (y)dy                    (26)
                                                                 i
                                                           0
                                  x
                           where ρ is the probability density function of the position of the site. For
                                  i
                           r< 0, we define
                                                   p i (r)= −p i (|r|),r < 0               (27)
                           For a site with a probability density function,

                                                             x 2
                                                                        E
                                                                       z
                                           x    x     1/ π (σ )  ,  x − ˜  ≤ σ i x
                                                                        i
                                                             i
                                          ρ (x, σ )=                                       (28)
                                                i
                                           i
                                                                        E
                                                           0,      x − ˜   >σ x
                                                                       z
                                                                        i     i
                           the probability distribution function p(r) is given by
                                                        
  2  x 2      x
                                                         r / (σ ) ,r ≤ σ
                                                 p i (r)=     i        i x                 (29)
                                                             1,   r > σ
                                                                       i
                           For simple types of paths, it may be possible to determine a closed form solu-
                           tions to the Equation 22 and 23. For complex types of paths, the probability
                           of site i encountering vehicle v during time t q <t ≤ t q+1 can be approximated
                                                                      v
                           as a summation of the probability density field β along the path which can
                                                                      i
                           be written as
                                                 M−1
                                                                   E
                                       ˜ v
                                                                          ˜ V
                                                          V
                                                       v
                                      B (q +1) =     β ( ˜ (T k ) − ˜ (T k ) ) ˙z (T k )∆T  (30)
                                                         z
                                                                  z
                                        i              i  v        i       v
                                                  k=0
                                 V
                                z
                           Here ˜ (T k ) is the expected position of the vehicle moving along on the path
                                 v
                                                                     E
                                                                    z
                                                             = t q+1 · ˜ (T k ) is the expected center
                                                                     i
                           Q v at time t T k  with t T 0  = t q and t T M
                                                        ˜ V
                                                       · ˙z (k) is the velocity of the vehicle at time
                                                         v
                           location of the site at time t T k
                              . ∆T is the time step of the numerical integration, and ∆T = T k+1 − T k .
                           t T k
                           M is the number of steps used to discretize the time period. The probability
                           of vehicle v hitting site i during time t q <t<t q+1 can be approximated by
                                                 M−1
                                                       i  V        E
                                                                          ˜ V
                                       ˜ i
                                                                  z
                                      B (q +1) =     β ( ˜ (T k ) − ˜ (T k ) ) ˙z (T k )∆T  (31)
                                                         z
                                        v
                                                                           v
                                                          v
                                                                   i
                                                       v
                                                  k=0
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