2016
DOI: 10.1103/physreve.93.022305
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Velocity statistics of the Nagel-Schreckenberg model

Abstract: The statistics of velocities in the cellular automaton model of Nagel and Schreckenberg for traffic are studied. From numerical simulations, we obtain the probability distribution function (PDF) for vehicle velocities and the velocity-velocity (vv) covariance function. We identify the probability to find a standing vehicle as a potential order parameter that signals nicely the transition between free congested flow for a sufficiently large number of velocity states. Our results for the vv covariance function r… Show more

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Cited by 8 publications
(5 citation statements)
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“…In other words, the cells cannot efficiently transit the confined geometry of the ADM when the motion is overly disordered. As a result, the net outflow from the ADM decreases relative to the inflow creating a condition that resembles automobile traffic congestion (Bain et al, 2016). These simulations thus suggest that overly disordered cell motion slows trunk elongation.…”
Section: Resultsmentioning
confidence: 99%
“…In other words, the cells cannot efficiently transit the confined geometry of the ADM when the motion is overly disordered. As a result, the net outflow from the ADM decreases relative to the inflow creating a condition that resembles automobile traffic congestion (Bain et al, 2016). These simulations thus suggest that overly disordered cell motion slows trunk elongation.…”
Section: Resultsmentioning
confidence: 99%
“…,N}) outside moved with velocities v i v max −1, the maximum of the flow, classically defined as should appear at ρ f . Due to a more complex velocity distribution [12] with nonzero probabilities for velocities between 1 and v max − 2, the free density ρ f is not the same as the critical density ρ c defined as the point where the maximum flow is reached (see Fig. 5).…”
Section: Free Density With Jamsmentioning
confidence: 99%
“…The continuous transition is, however, very interesting, especially considering the probability distribution functions presented in Ref. [12] as they show an almost zero probability for any velocities except for v max or v max − 1 in the free-flow regime. Therefore, we argue that stopped vehicles are at least a good indicator for existing jams, although not being a genuine order parameter for a finite number v max of velocity levels.…”
Section: Introductionmentioning
confidence: 99%
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