Continuum Traffic Model Accounting for Driver Behavior and Lateral Viscosity
Keywords:
Traffic flow, Continuum traffic model, Viscosity rate, Driver behavior, Higher order modelsAbstract
Second-order macroscopic models consist of an LWR continuity equation and a dynamic velocity equation. From a microscopic perspective, this paper proposes a dynamic velocity equation that accounts for cautious and aggressive driving styles, as well as lateral resistance. The model’s stability conditions are determined, providing important insights into traffic behavior under various conditions. The model is further solved numerically, with graphical illustrations of nonlinear traffic phenomena. Although the simulation results are based on a single-pipe scenario, the sensitivity analysis reveals a speed drop due to increased lateral resistance. This effect is evident in the shock and rarefaction wave profiles within the speed space-time and density-space-time domains.
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