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Promet - Traffic&Transportation journal

Accelerating Discoveries in Traffic Science

Accelerating Discoveries in Traffic Science

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Copyright (c) 2024 António Luís Pimentel Vasconcelos, Álvaro Jorge Maia Seco, Ana Maria César Bastos Silva

Comparison of Procedures to Estimate Critical Headways at Roundabouts

Authors:

António Luís Pimentel Vasconcelos

Álvaro Jorge Maia Seco

Ana Maria César Bastos Silva

Keywords:roundabout, critical headway, follow-up time, capacity estimation, gap acceptance

Abstract

The capacity analysis of roundabouts in Portugal is mostly done using the UK regression method. Due to its empirical and non-explanatory nature, this method has some limitations, particularly for studying innovative layouts, which has recently motivated research in Portugal into the use of capacity methods based on gap-acceptance theory. This paper describes the results of a related project: the estimation of critical headways and follow-up times at Portuguese roundabouts. For this study, gap-acceptance data were collected at six roundabouts, in two cities, and used to estimate the parameters at each entry, for the left and right entry lanes independently. Several estimation methods were used (Siegloch, Raff, Wu, Maximum Likelihood and Logit). The results have revealed important specificities of the methods that have significant effects on the results and therefore on the capacity estimate exercises. The comparison of the estimates with reference values from several countries indicates significant differences, suggesting the existence of relevant driving style differences, which implies that locally calibrated, country-specific, parameters are required for capacity calculations.

References

  1. Kimber, R. M.: The traffic capacity of roundabouts, TRRL Report LR942, Transport and Road Research Laboratory, Crowthorne, U.K., 1980.

    Fortuijn, L.: Turbo Roundabouts - Design Principles and Safety Performance, Transportation Research Record: Journal of the Transportation Research Board, Volume 2096, No. 1, 2009, pp. 16-24

    Vasconcelos, A. L. P., Silva, A. B., Seco, Á. J. M., and Silva, J. P.: Estimating The Parameters of Cowan’s M3 Headway Distribution for Roundabout Capacity Analyses, The Baltic Journal of Road and Bridge Engineering, Volume VII, No. 4, 2012.

    Vasconcelos, A. L. P., Silva, A. B., Seco, Á. J. M., and Rouxinol, G.: Estimation of critical headways at unsignalized intersections - a microscopic approach, Advances in Transportation Studies, Volume XXVIII - Special Issue, 2012, pp. 59-72

    Hagring, O.: A further generalization of Tanner’s formula, Transportation Research Part B: Methodological, Volume 32, No. 6, 1998, pp. 423-429

    Vasconcelos, A. L. P., Silva, A.

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How to Cite
Pimentel Vasconcelos, A. (et al.) 1900. Comparison of Procedures to Estimate Critical Headways at Roundabouts. Traffic&Transportation Journal. 25, 1 (Jan. 1900), 43-53. DOI: https://doi.org/10.7307/ptt.v25i1.1246.

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Guest Editor: Eleonora Papadimitriou, PhD

Editors: Marko Matulin, PhD, Dario Babić, PhD, Marko Ševrović, PhD


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