A Microscopic Traffic Model Considering Time Headway and Distance Headway

Author:

Ali Faryal1,Khan Zawar Hussain1ORCID,Altamimi Ahmed B.2ORCID,Khattak Khurram Shehzad3ORCID,Gulliver Thomas Aaron1ORCID

Affiliation:

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

2. College of Computer Science and Software Engineering, University of Hail, Hail 55476, Saudi Arabia

3. Department of Computer System Engineering, University of Engineering and Technology, Peshawar 25000, Pakistan

Abstract

A microscopic traffic model is presented which employs differences in velocity to characterize driver behavior. The Intelligent Driver (ID) model is based on an acceleration constant which cannot capture different traffic conditions. Further, it is not based on traffic physics and so can produce inaccurate results. The proposed model is an improved ID model and both are evaluated on a 2000 m circular road. The results obtained show that the proposed model can appropriately characterize traffic flow and density. Further, the variations in flow and velocity are smoother than with the ID model. This is because the proposed model is based on actual traffic parameters rather than an unrealistic traffic exponent.

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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