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As noted earlier, the intermediate flow is more complex since certain vehicles
will have interaction with the other vehicles and certain may not.
Here, Pearson Type III distribution can be used for modelling intermediate
flow.
The probability density function for the Pearson Type III distribution is given
as
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(1) |
where is a parameter which is a function of , and ,
and determine the shape of the distribution.
The term is the mean of the observed headways, K is a user specified
parameter greater than 0 and is called as a shift parameter.
The is the gamma function and given as
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(2) |
It may also be noted that Pearson Type III is a general case of Gamma, Erlang
and Negative Exponential distribution as shown in below:
The expression for the probability that the random headway (t) is greater than
a given headway (h), , is given as:
and similarly
is given as:
and hence, the probability that the headway between and
is
given as
It may be noted that closed form solution to equation 3 and
equation 4 is not available.
Numerical integration is also difficult due to computational requirement.
Using table as in the case of Normal
Distribution is difficult, since the table will be different for each .
A common way of solving this is by using the numerical approximation to
equation 5.
The solution to equation 5 is essentially the area under the curve defined by the probability
density function between and
.
If we assume that line joining and
is linear, which is
a reasonable assumption if is small, than the are under the curve can be found out by the following
approximate expression:
This concept is illustrated in figure 1
Figure 1:
Illustration of the expression for probability that the random
variable lies in an interval for Person Type III distribution
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- Input required: the mean (
) and the standard deviation ( ) of
the headways.
- Set the minimum expected headway (
). Say, for example, 0.5. It
means that the
.
- Compute the shape factor using the mean (
) the standard deviation
( ) and the minimum expected headway ( )
- Compute the term flow rate (
) as
Note that if and , then
which is the
flow rate.
- Compute gamma function value for
as:
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(7) |
Although the closed form solution of is available, it is difficult
to compute.
Hence, it can be obtained from gamma table.
For, example:
Note that the value of
is obtained from gamma table for
which is given for
.
- Using equation 1 solve for
by setting where
h is the lower value of the range and
by setting
where
is the upper value of the headway range.
Compute the probability that headway lies between the interval of and
using equation 6.
The Gamma function can be evaluated by the following approximate expression also:
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(8) |
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