A Microscopic Traffic Model Considering Driver Reaction and Sensitivity

Author:

Ali Faryal1,Khan Zawar Hussain1,Gulliver Thomas Aaron1ORCID,Khattak Khurram Shehzad2ORCID,Altamimi Ahmed B.3ORCID

Affiliation:

1. Department of Electrical and Computer Engineering, University of Victoria, Victoria, BC V8W 2Y2, Canada

2. Department of Computer Systems Engineering, University of Engineering and Technology, Peshawar 25000, Pakistan

3. College of Computer Science and Software Engineering, University of Ha’il, Ha’il 55476, Saudi Arabia

Abstract

A new microscopic traffic model is proposed that characterizes driver response according to reaction and sensitivity. Driver response in the intelligent driver (ID) model is based on a fixed acceleration exponent and so does not follow traffic physics. This inadequate characterization results in unrealistic traffic behavior. With the proposed model, drivers can be aggressive, sluggish, or typical. It is shown to be string stable, and for appropriate distance headway and velocity (speed), the traffic flow is smooth. Furthermore, the proposed model has better stability than the ID model because it is based on driver reaction and sensitivity, while the ID model is based on a fixed exponent. The ID and proposed models are evaluated on a circular road of length 1200 m with a platoon of 21 vehicles for 150 s. The results obtained show that the proposed model characterizes traffic more realistically than the ID model.

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

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