Case Studies
Mar 22, 2019

Turbo-Roundabout: Case Study of Driver Behavior and Kinematic Parameters of Light and Heavy Vehicles

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 145, Issue 6

Abstract

This research compared kinematic and behavior parameters of light and heavy vehicles at turbo-roundabouts. This is of interest because heavy vehicles can influence turbo-roundabout functionality more than that of conventional roundabouts. The traffic arrival process at arms of a typical turbo-roundabout was studied. Using image-processing techniques, the trajectories of about 1,400 light vehicles and 300 heavy vehicles were examined at a roundabout entry, on the ring, and at the roundabout exit. Light vehicles had moderate average speeds lower than 25  km/h at the entry lanes, 15 m prior of the yield line, whereas heavy vehicles had an average speed of about 20  km/h on the same section. Significant differences were found in average acceleration: they were generally below 2  m/s2 on arm lanes and 1.5  m/s2 on circulating lanes for light vehicles, whereas those of heavy vehicles were 0.5  m/s2, much lower than the corresponding acceleration values of light vehicles. The values of the critical gap tc and follow-up time tf estimated for light vehicles ranged between tc=4.035.48  s and tf=2.522.71  s respectively, whereas heavy vehicles had tc and tf values 15%–47% higher than those of light vehicles.

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References

Brilon, W., L. Bondzio, and F. Weiser. 2014. “Experiences with turbo- roundabouts in Germany.” In 5th Proc., Rural Roads Design Meeting, Copenhagen. Bochum, Germany: Brilon Bondzio Weiser.
Brilon, W., M. Grossmann, and B. Stuwe. 1991. “Toward a new German guideline for capacity of unsignalized intersections.” Transp. Res. Rec. 1320: 168–174.
Brilon, W., R. König, and R. Troutbeck. 1999. “Useful estimation procedures for critical gaps.” Transp. Res. Part A: Policy Pract. 33 (3): 161–186. https://doi.org/10.1016/S0965-8564(98)00048-2.
Chatterjee, P. 2015. Wavelet analysis in civil engineering. Boca Raton, FL: CRC Press.
Chodur, J., and B. Radosław. 2016. “Study of driver behavior at turbo-roundabouts.” Achieves Transp. 38 (2): 17–28.
Corriere, F., G. Rizzo, and M. Guerrieri. 2013. “Estimation of air pollutant emissions in ‘turbo’ and in conventional roundabouts.” Appl. Mech. Mater. 394: 597–604. https://doi.org/10.4028/www.scientific.net/AMM.394.597.
Dawson, R. F. 1969. “The hyperlang probability distribution: A generalized traffic headway model.” In Vol. 89 of Proc., 4th ISTTT in Karsruhe, Strassenbau und Strassenverkehehrstechnik, 30–36. Washington, DC: Highway Research Board.
Drew, D. R. 1967. “Gap acceptance characteristics for ramp-freeway surveillance and control.” Highway Res. Rec. 157: 108–143.
Drew, D. R. 1968. Traffic flow theory and control. New York: McGraw-Hill.
Elefteriadou, L. 2014. An introduction to traffic flow. New York: Springer.
Fernandes, P., S. R. Pereira, J. M. Bandeira, L. Vasconcelos, A. B. Silva, and M. C. Coelho. 2016. “Driving around turbo-roundabouts vs. conventional roundabouts: Are there advantages regarding pollutant emissions?” Int. J. Sustainable Transp. 10 (9): 847–860. https://doi.org/10.1080/15568318.2016.1168497.
Fortuijn, L. G. H. 2009. “Turbo roundabouts: Estimation of capacity.” Transp. Res. Rec. 2130 (1): 83–92. https://doi.org/10.3141/2130-11.
Gerlough, D. L., and M. J. Huber. 1975. Traffic flow theory. Washington, DC: TRB.
Gomes, J., and L. Velho. 2015. From Fourier analysis to wavelets. New York: Springer.
Guerrieri, M., F. Corriere, G. Parla, and D. Ticali. 2013a. “Estimation of pollutant emissions from road traffic by image processing techniques: A case study in a suburban area.” ARPN J. Eng. Appl. Sci. 8 (8): 668–676.
Guerrieri, M., R. Mauro, G. Parla, and T. Tollazzi. 2018. “Kinematic parameters and driver behaviour at turbo-roundabouts.” J. Transp. Eng., Part A Syst. 144 (6): 1–12. https://doi.org/10.1061/JTEPBS.0000129.
Guerrieri, M., G. Parla, and F. Corriere. 2013b. “A new methodology to estimate deformation of longitudinal safety barriers.” ARPN J. Eng. Appl. Sci. 8 (9): 763–769.
Harders, J. 1968. Die Leistungsfähigkeit nicht signalgeregelter städtischer Verkehrsknoten. Schriftenreihe. [In German.] Bonn, Germany: Straßenbau und Straßenverkehrstechnik.
Leutzbach, W. 1998. Introduction to the theory of traffic flow. Berlin: Springer.
Macioszek, E. 2015. “The road safety at turbo roundabouts in Poland.” Arch. Transp. 33 (1): 57–67. https://doi.org/10.5604/08669546.1160927.
Macioszek, E. 2017. “Analysis of significance of differences between psychotechnical parameters for drivers at the entries to one-lane and turbo roundabouts in Poland.” Adv. Intell. Syst. Comput. 505: 149–161. https://doi.org/10.1007/978-3-319-43991-4_13.
Mallat, S. G. 1987. “A theory for multiresolution signal decomposition: The wavelet representation.” IEEE Trans. Pattern Anal. Mach. Intell. 11 (7): 674–693. https://doi.org/10.1109/34.192463.
Mauro, R. 2015. Traffic and random processes: An introduction, 1–119. Basel, Switzerland: Springer.
Mauro, R., M. Cattani, and M. Guerrieri. 2015. “Evaluation of the safety performance of turbo-roundabouts by means of a potential accident rate model.” Baltic J. Road Br. Eng. 10 (1): 28–38. https://doi.org/10.3846/bjrbe.2015.04.
Mauro, R., and M. Guerrieri. 2016. “Comparative life-cycle assessment of conventional (double lane) and non-conventional (turbo and flower) roundabout intersections.” Transp. Res. Part D: Transp. Environ. 48: 96–111. https://doi.org/10.1016/j.trd.2016.08.011.
Mitiche, A., and J. K. Aggarwal. 2014. Computer vision analysis of image motion by variational methods. Basel, Switzerland: Springer.
Qu, X., I. J. Zhang, S. Wang, and Z. Liu. 2014. “Modelling follow up time at a single-lane roundabout.” J. Traffic Transp. Eng. 1 (2): 97–102.
Richards, J. A. 2013. Remote sensing digital image analysis. Berlin: Springer.
Tollazzi, T., M. Rencelj, and S. Turnsek. 2011. “Slovenian experiences with alternative types of roundabouts: ‘Turbo’ and ‘flower’ roundabouts.” In Proc., 8th Int. Conf. on Environmental Engineering, ICEE 2011, 1220–1226. Vilnius, Lithuania: Vilnius Gediminas Technical Univ.
TRB (Transportation Research Board). 2010. Highway capacity manual 2010. Washington, DC: TRB.
Treiber, M., and A. Kesting. 2013. Traffic flow dynamics. Berlin: Springer.
Vasconcelos, A. L. P., A. B. Silva, and Á. J. M. Seco. 2014. “Capacity of normal and turbo-roundabouts: Comparative analysis.” Proc. Inst. Civ. Eng. Transp. 167 (2): 88–99.
Zalevsky, Z., P. Livshits, and E. Gur. 2014. New approaches to image processing based failure analysis of nano-scale ULSI devices (micro and nano technologies), 1–110. New York: Elsevier.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 145Issue 6June 2019

History

Received: May 30, 2018
Accepted: Nov 13, 2018
Published online: Mar 22, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 22, 2019

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Authors

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Adjunct Professor, Qualified as Full Professor, Polytechnic School, Univ. of Palermo, Palermo 90144, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-0813-1799. Email: [email protected]
Raffaele Mauro
Full Professor, Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, Trento 38123, Italy.
Tomaz Tollazzi
Full Professor, Dept. for Roads and Traffic, Univ. of Maribor, Maribor 2000, Slovenia.

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