TECHNICAL PAPERS
Mar 12, 2011

Vehicle-Type Dependent Car-Following Model for Heterogeneous Traffic Conditions

Publication: Journal of Transportation Engineering
Volume 137, Issue 11

Abstract

Car-following behavior forms the kernel of traffic microsimulation models and is extensively studied for similar vehicle types. However, in heterogeneous traffic having a diverse mix of vehicles, following behavior also depends on the type of both the leader and following vehicles. This paper is an attempt to modify the widely used Gipps’s car-following model to incorporate vehicle-type dependent parameters. Performance of the model is studied at microscopic and macroscopic levels using data collected from both homogeneous and heterogeneous traffic conditions. The results indicate that the proposed modifications enhance the prediction of follower behavior and suggest the need of incorporating vehicle-type combination specific parameters into traffic simulation models.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bando, M., Hasebe, K., Nakayama, A., Shibata, A., and Sugiyama, Y. (1995). “Dynamical model of traffic congestion and numerical simulation.” Phys. Rev. E, 51(2), 1035–1042.
Brackstone, M., Waterson, B., and McDonald, M. (2009). “Determinants of following headway in congested traffic.” Transp. Res. Part F, 12(2), 131–142.
Chakroborty, P., and Kikuchi, S. (1999). “Evaluation of the general motors based car-following models and a proposed fuzzy inference model.” Transp. Res. Part C, 7(4), 209–235.
Chandler, R. E., Herman, R., and Montroll, E. W. (1958). “Traffic dynamics: Studies in car following.” Oper. Res., 6(2), 165–184.
Gazis, D. C., Herman, R., and Potts, R. B. (1959). “Car following theory of steady-state traffic flow.” Oper. Res., 7(4), 499–505.
Gipps, P. G. (1981). “A behavioural car-following model for computer simulation.” Transp. Res. Part B, 15(2), 105–111.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison-Wesley, Boston.
Gowri, A., Venkatesan, K., and Sivanandan, R. (2009). “Object-oriented methodology for intersection simulation model under heterogeneous traffic conditions.” Adv. Eng. Softw., 40(10), 1000–1010.
Kometani, E., and Sasaki, T. (1959). “Dynamic behavior of traffic with a non-linear spacing-speed relationship.” Proc. Symp. on Theory of Traffic Flow, Elsevier, New York, 105–119.
Next Generation Simulation (NGSIM). (2009). “Next generation simulation.” Federal Highway Administration, U.S. Dept. of Transportation, Washington, DC, 〈http://www.ngsim.fhwa.dot.gov〉 (Jun. 20, 2009).
Punzo, V., and Simonelli, F. (2005). “Analysis and comparison of microscopic traffic flow models with real traffic microscopic data.” Transportation Research Record 1934, Transportation Research Board, Washington, DC, 53–63.
Punzo, V., and Tripodi, A. (2007). “Steady-state solutions and multiclass calibration of gipps microscopic traffic flow model.” Transportation Research Record 1999, Transportation Research Board, Washington, DC, 104–114.
Rakha, H., Pecker, C. C., and Cybis, H. B. B. (2007). “Calibration procedure for Gipps car-following model.” Transportation Research Record 1999, Transportation Research Board, Washington, DC, 115–127.
Ranjitkar, P., Nakatsuji, T., and Asano, M. (2004a). “Calibration and validation of microscopic traffic flow models using RTK GPS data.” Proc. of the Int. Conf. on Applications of Advanced Technologies in Transportation Engineering, Vol. 144, ASCE, Reston, VA, 395–400.
Ranjitkar, P., Nakatsuji, T., and Asano, M. (2004b). “Performance evaluation of microscopic traffic flow models with test track data.” Transportation Research Record 1876, Transportation Research Board, Washington, DC, 90–100.
Rothery, R., Silver, R., Herman, R., and Torner, C. (1964). “Analysis of experiments on single-lane bus flow.” Oper. Res., 12(6), 913–933.
Sayer, J. R., Mefford, M. L., and Huang, R. (2000). “The effect of lead-vehicle size on driver following behavior.” Rep. No. UMTRI-2000-15, Univ. of Michigan Transportation Research Institute, Ann Arbor, MI.
Spyropoulou, I. (2007). “Modelling a signal controlled traffic stream using cellular automata.” Transp. Res. Part C, 15(3), 175–190.
Venkatesan, K., Gowri, A., and Sivanandan, R. (2008). “Development of microscopic simulation model for heterogeneous traffic using object oriented approach.” Transportmetrica, 4(3), 227–247.
Wiedemann, R. (1974). “Simulation des straenverkehrsflusses.” Schtiftenreihe des Instituts fur Verkehrswesen der Universitat Karlsruhe, Karlsruhe, Germany.
Wilson, R. E. (2001). “An analysis of Gipps’s car-following model of highway traffic.” IMA J. Appl. Math., 66(5), 509–537.
Ye, F., and Zhang, Y. (2009). “Vehicle-type-specific headway analysis using freeway traffic data.” Rep. No. 09-2997, Transportation Research Board, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 137Issue 11November 2011
Pages: 775 - 781

History

Received: Feb 3, 2010
Accepted: Mar 10, 2011
Published online: Mar 12, 2011
Published in print: Nov 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

K. V. R. Ravishankar [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076. E-mail: [email protected]
Tom V. Mathew [email protected]
Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share