Investigation of vehicle time headways in Turkey

Author:

Murat Y. S.1,Gedizlioglu E.2

Affiliation:

1. Department of Civil Engineering, Pamukkale University Denizli, Turkey

2. Istanbul Technical University Turkey

Abstract

The vehicle time headways of arriving traffic flows at signalised intersections are examined in this study. Low traffic conditions are considered, and traffic lanes that carry less than 500 vehicles/h are studied. Data are obtained from 10 signalised intersections in Turkey. The lanes are classified with respect to movements of traffic flows. Seven distribution models are taken into account. The goodness of fits of the observations with the theoretical distribution models are evaluated using chi square (χ2) and the Kolmogorov–Smirnov tests. The results are considered with respect to both lane type and traffic volumes. The presented results show that log normal, Weibull, gamma or Pearson V distribution models can be used instead of the exponential distribution in modelling vehicle time headways.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. Highway Capacity Manual. 1997, Transportation Research Board, National Research Council, Washington, DC, TRB Special Report 209.

2. Useful headway models

3. Gedizlioglu E. A Method for the Practical Capacity of a Minor Road at an Uncontrolled Intersection Depending on Gap Acceptance, 1979, Faculty of Civil Engineering, Istanbul Technical University (ITU), PhD thesis.

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