Jamming transition with fluctuations of characteristic acceleration/braking time within Lorentz model
Jamming transition in traffic flow (between free and jammed traffic) for homogeneous car following model has been investigated taking into account fluctuations of characteristic acceleration/braking time. These fluctuations are defined by Ornstein-Uhlenbeck process. The behaviour of the most probabl...
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Main Authors | , , |
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Format | Journal Article |
Language | English |
Published |
05.04.2002
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Subjects | |
Online Access | Get full text |
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Summary: | Jamming transition in traffic flow (between free and jammed traffic) for
homogeneous car following model has been investigated taking into account
fluctuations of characteristic acceleration/braking time. These fluctuations
are defined by Ornstein-Uhlenbeck process. The behaviour of the most probable
deviation of headway from its optimal value has been studied and phase diagram
of the system has been calculated for supercritical and subcritical regimes of
jam formation. It has been found that for the first regime the fluctuations of
characteristic acceleration/braking time result in coexistence of free moving
and jammed traffic, that is typical for the first-order phase transition, and
in appearance of two steady states for the second mode. These states correspond
to non-zero values of headway deviation at which the formation of jam and
congested traffic are possible. Using phase-plain portraits method the kinetics
of the system transitions has been analyzed for different domains of the phase
diagram for both regimes. |
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Bibliography: | SSU-2002-04-01 |
DOI: | 10.48550/arxiv.cond-mat/0204132 |