Evaluation of Car-following Models Using Trajectory Data from Real Traffic

In order to achieve a complete insight in the state-of-the-art of traffic modelling, several typical car-following models are evaluated by using trajectory data from real traffic conditions and genetic-algorithm-based calibration method in this study. The models with calibrated parameters are validated not only under uncongested traffic conditions but also under congested traffic conditions. Unlike the results in previous study based on experimental data, there are obvious differences in the performance of these models. Models with more parameters produce relatively lower error rate in calibration process but over-fitting problem appears in validation process. The model very popular in the physical community is found not suitable for real traffic simulation, although it can represent some traffic phenomena under certain condition. Even with simple rules and discrete variables, cellular automata model achieves satisfactory simulation results both in calibration and validation process. Besides, it is also noteworthy that all of the models perform rather worse in validation process than in calibration process. Using different parameters or even different models under different traffic conditions seems to be feasible for depicting real traffic more accurately.

[1]  Ghulam Q. Memon,et al.  Multivariate Optimization Strategies for Real-Time Traffic Control Signals , 1996 .

[2]  S. B. Pattnaik,et al.  Urban Bus Transit Route Network Design Using Genetic Algorithm , 1998 .

[3]  Tom V. Mathew,et al.  Transit route network design using parallel genetic algorithm , 2004 .

[4]  Xin Jin,et al.  CALIBRATION OF FRESIM FOR SINGAPORE EXPRESSWAY USING GENETIC ALGORITHM , 1998 .

[5]  Hussein Dia,et al.  Comparative evaluation of microscopic car-following behavior , 2005, IEEE Transactions on Intelligent Transportation Systems.

[6]  D. Gazis,et al.  Nonlinear Follow-the-Leader Models of Traffic Flow , 1961 .

[7]  Andreas Tapani,et al.  Comparison of car-following models , 2004 .

[8]  Partha Chakroborty,et al.  PROCEDURE TO ESTIMATE THE ORIGIN-DESTINATION MATRIX FROM MARGINAL TRIP TOTALS AND ORDINAL INFORMATION ON MATRIX ELEMENTS , 1999 .

[9]  Hani S. Mahmassani,et al.  Dynamic origin-destination trip demand estimation for subarea analysis , 2006 .

[10]  Peter Wagner,et al.  Calibration and Validation of Microscopic Traffic Flow Models , 2004, SimVis.

[11]  Hesham Rakha,et al.  Comparison of Greenshields, Pipes, and Van Aerde Car-Following and Traffic Stream Models , 2002 .

[12]  Michael G.H. Bell,et al.  Traffic signal timing optimisation based on genetic algorithm approach, including drivers’ routing , 2004 .

[13]  Gordon F. Newell,et al.  A simplified car-following theory: a lower order model , 2002 .

[14]  Michael Schreckenberg,et al.  A cellular automaton model for freeway traffic , 1992 .

[15]  Andreas Schadschneider,et al.  Cellular automata models of highway traffic , 2006 .

[16]  P. G. Gipps,et al.  A behavioural car-following model for computer simulation , 1981 .

[17]  Prakash Ranjitkar,et al.  CAR-FOLLOWING MODELS: AN EXPERIMENT BASED BENCHMARKING , 2005 .

[18]  Ronghui Liu,et al.  The principles of calibrating traffic microsimulation models , 2008 .

[19]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[20]  Soyoung Ahn,et al.  Verification of a simplified car-following theory , 2004 .

[21]  L. A. Pipes An Operational Analysis of Traffic Dynamics , 1953 .

[22]  Hesham Rakha,et al.  Comparison and calibration of FRESIM and INTEGRATION steady-state car-following behavior , 2003 .

[23]  Mike McDonald,et al.  Car-following: a historical review , 1999 .

[24]  Martin Treiber,et al.  Calibrating Car-Following Models by Using Trajectory Data , 2008, 0803.4063.

[25]  Prakash Ranjitkar,et al.  Experimental Analysis of Car-Following Dynamics and Traffic Stability , 2005 .

[26]  Adel W. Sadek,et al.  Dynamic Traffic Assignment: Genetic Algorithms Approach , 1997 .