A microscopic traffic model considering time headway and distance headway

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dc.contributor.authorAli, Faryal
dc.contributor.authorKhan, Zawar Hussain
dc.contributor.authorAltamimi, Ahmed B.
dc.contributor.authorKhattak, Khurram Shehzad
dc.contributor.authorGulliver, Thomas Aaron
dc.date.accessioned2024-01-24T19:39:52Z
dc.date.available2024-01-24T19:39:52Z
dc.date.copyright2023en_US
dc.date.issued2023
dc.description.abstractA 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.en_US
dc.description.reviewstatusRevieweden_US
dc.description.scholarlevelFacultyen_US
dc.identifier.citationAli, F., Khan, Z. H., Altamimi, A. B., Khattak, K. S., & Gulliver, T. A. (2023). A microscopic traffic model considering time headway and distance headway. Applied Sciences, 13(12), 7234. https://doi.org/10.3390/app13127234en_US
dc.identifier.urihttps://doi.org/10.3390/app13127234
dc.identifier.urihttp://hdl.handle.net/1828/15856
dc.language.isoenen_US
dc.publisherApplied Sciencesen_US
dc.subjectvelocity difference
dc.subjectmicroscopic traffic flow
dc.subjectacceleration constant
dc.subjectIntelligent Driver (ID) model
dc.subject.departmentDepartment of Electrical and Computer Engineering
dc.titleA microscopic traffic model considering time headway and distance headwayen_US
dc.typeArticleen_US

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