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A finite mixture model of vehicle-to-vehicle and day-to-day variability of traffic network travel times
Institution:1. Korea Institute of Energy Research, Daejeon, Republic of Korea;2. Department of Mechanical Engineering, Yeungnam University, Kyungsan, Republic of Korea;1. School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ, USA;2. Department of Civil Engineering, Yildiz Technical University, Istanbul, Turkey;1. Public Research Centre Henri Tudor (CRPHT), Resource Centre for Environmental Technologies (CRTE), 6A Avenue des Hauts-Fourneaux, L-4362 Esch-sur-Alzette, Luxembourg;2. Université de Toulouse, INSA, UPS, INP, LISBP, 135 Avenue de Rangueil, F-31077 Toulouse, France;3. INRA, UMR792, Laboratoire d’Ingénierie des Systèmes Biologiques et des Procédés, F-31400 Toulouse, France;4. CNRS, UMR5504, F-31400 Toulouse, France
Abstract:This study proposes an approach to modeling the effects of daily roadway conditions on travel time variability using a finite mixture model based on the Gamma–Gamma (GG) distribution. The GG distribution is a compound distribution derived from the product of two Gamma random variates, which represent vehicle-to-vehicle and day-to-day variability, respectively. It provides a systematic way of investigating different variability dimensions reflected in travel time data. To identify the underlying distribution of each type of variability, this study first decomposes a mixture of Gamma–Gamma models into two separate Gamma mixture modeling problems and estimates the respective parameters using the Expectation–Maximization (EM) algorithm. The proposed methodology is demonstrated using simulated vehicle trajectories produced under daily scenarios constructed from historical weather and accident data. The parameter estimation results suggest that day-to-day variability exhibits clear heterogeneity under different weather conditions: clear versus rainy or snowy days, whereas the same weather conditions have little impact on vehicle-to-vehicle variability. Next, a two-component Gamma–Gamma mixture model is specified. The results of the distribution fitting show that the mixture model provides better fits to travel delay observations than the standard (one-component) Gamma–Gamma model. The proposed method, the application of the compound Gamma distribution combined with a mixture modeling approach, provides a powerful and flexible tool to capture not only different types of variability—vehicle-to-vehicle and day-to-day variability—but also the unobserved heterogeneity within these variability types, thereby allowing the modeling of the underlying distributions of individual travel delays across different days with varying roadway disruption levels in a more effective and systematic way.
Keywords:Travel time reliability  Travel time variability  Finite mixture model  Gamma–Gamma distribution  Expectation–Maximization algorithm
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