Estimating the Parameters of Cowan’s M3 Headway Distribution for Roundabout Capacity Analyses

Authors

  • Luís Vasconcelos Dept of Civil Engineering, Polytechnic Institute of Viseu, Campus Politécnico, 3504-510 Viseu, Portugal
  • Ana Bastos Silva Dept of Civil Engineering, University of Coimbra, Polo II, 3030-788 Coimbra, Portugal
  • Álvaro Seco Dept of Civil Engineering, University of Coimbra, Polo II, 3030-788 Coimbra, Portugal
  • João Silva Dept of Civil Engineering, Polytechnic Institute of Leiria, Campus 2, Morro do Lena, Alto do Vieiro, 2411-901 Leiria, Portugal

DOI:

https://doi.org/10.3846/bjrbe.2012.35

Keywords:

roundabout, capacity, Cowan M3, statistical distribution, sensitivity analyses, headway

Abstract

Capacity models based on the gap acceptance theory are widely used in unsignalised intersections and roundabout capacity analysis. These models are based on the statistical distribution of major vehicle headways. In this field, Cowan’s M3 distribution is usually recognized as the most adequate, but the estimation of its parameters is not trivial. In this paper, the main estimation methods are reviewed and a new method (Simultaneous Numerical Estimation – SNE) is proposed. The SNE method was used to develop a calibrated relation between parameters, using field data collected in Portuguese roads and roundabouts. It was determined that the new formula improves capacity estimates, either in one-lane or in two-lane roundabouts. The paper also addresses the importance of each input variable and parameter in the resulting capacity model, through a sensitivity analyses.

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Published

27.12.2012

How to Cite

Vasconcelos, L., Silva, A. B., Seco, Álvaro, & Silva, J. (2012). Estimating the Parameters of Cowan’s M3 Headway Distribution for Roundabout Capacity Analyses. The Baltic Journal of Road and Bridge Engineering, 7(4), 261-268. https://doi.org/10.3846/bjrbe.2012.35