Dynamics of bimodality in vehicular traffic flows
Arjun Mullick, Arnab K. Ray

TL;DR
This paper introduces a mathematical model capturing bimodal traffic flow patterns, analyzing the conditions for symmetry breaking and transitions to unimodal distributions, revealing complex dynamical behaviors.
Contribution
It presents a novel model equation for bimodal traffic flows and analyzes the bifurcation conditions leading to symmetry breaking and unimodal transitions.
Findings
Identification of a fixed point linked by a homoclinic trajectory
Mathematical conditions for bimodality established
Analysis of bifurcation leading to unimodal behavior
Abstract
A model equation has been proposed to describe bimodal features in vehicular traffic flows. The dynamics of the bimodal distribution reveals the existence of a fixed point that is connected to itself by a homoclinic trajectory. The mathematical conditions associated with bimodality have been established. The critical factors necessary for both a breaking of symmetry and a transition from bimodal to unimodal behaviour, in the manner of a bifurcation, have been analysed.
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Taxonomy
TopicsTraffic control and management · Transportation Planning and Optimization · Evacuation and Crowd Dynamics
