Modeling Disordered Traffic Flow: A Shift from One-Dimensional to Two-Dimensional Approaches

Document Type : Original Article

Authors
1 Assistant Professor, Faculty of Technical and Engineering, Imam Khomeini International University, Qazvin, Iran.
2 Professor, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran.
Abstract
Disordered traffic systems refer to those where traffic lanes are either undefined or lack observable lane discipline. In disordered traffic flow, vehicles are randomly distributed across the roadway rather than moving in parallel lanes. These vehicles, while traveling longitudinally, frequently change their lateral positions. Under such conditions, vehicle trajectories across the width of the road are more unstable and unpredictable compared to ordered traffic flows, where cars generally stay within designated lanes. This characteristic of disordered flows necessitates that mathematical models used for their analysis account for both longitudinal and lateral dimensions. Observations indicate that geometric features of roadways, such as road width and horizontal curves, significantly influence traffic flow behavior, regardless of whether the flow is ordered or disordered. These findings clearly underscore the necessity of employing two-dimensional models to describe traffic flow comprehensively. However, many existing traffic flow theories have been developed as one-dimensional models focusing primarily on the longitudinal movment aspects. Given the critical nature of this issue, particularly in Iran, where disordered traffic flow is prevalent due to the lack of lane discipline among drivers and the heterogeneity of vehicles, this research emphasizes the need to advance two-dimensional modeling approaches, which are still in their early stages of research and development. Considering recent advancements in computational power, data management capabilities, modeling techniques, and technological tools for high-resolution traffic flow observation, it is time to develop, calibrate, and validate robust and practical two-dimensional models for more accurate traffic flow analysis.
Keywords

-Agrawal, S., Kanagaraj, V., & Treiber, M. (2023). Two-dimensional LWR model for lane-free traffic. Physica A: Statistical Mechanics and its Applications, 625, 128990.
-Arasan, V. T., & Koshy Reebu, Z. (2005). Methodology for Modeling Highly Heterogeneous Traffic Flow. Journal of Transportation Engineering, 131(7), 544-551.
doi:10.1061/(ASCE)0733-947X(2005)131:7(544)
-Aw, A., & Rascle, M. (2000). Resurrection of "Second Order" Models of Traffic Flow. SIAM Journal on Applied Mathematics, 60(3), 916-938. doi:10.1137/S0036139997332099
-Bham, G. H., & Benekohal, R. F. (2004). A high fidelity traffic simulation model based on cellular automata and car-following concepts. Transportation Research Part C: Emerging Technologies, 12(1), 1-32.
-Brackstone, M., & McDonald, M. (1999). Car-following: a historical review. Transportation Research Part F: Traffic Psychology and Behaviour, 2(4), 181-196.
-Chakroborty, P. (2006). Models of vehicular traffic: An engineering perspective. Physica A: Statistical Mechanics and its Applications, 372(1), 151-161. doi:org/10.1016/j.physa.2006.05.009
-Chakroborty, P., Agrawal, S., & Vasishtha, K. (2004). Microscopic Modeling of Driver Behavior in Uninterrupted Traffic Flow. Journal of Transportation Engineering, 130(4), 438-451. doi:doi:10.1061/(ASCE)0733-947X(2004)130:4(438)
-Chakroborty, P., & Maurya, A. K. (2008). Microscopic Analysis of Cellular Automata Based Traffic Flow Models and an Improved Model. Transport Reviews, 28(6), 717-734. doi:10.1080/01441640802012813
-Chen, T., Wang, Z., Xiang, J., & Li, H. (2024). Analysis of mixed traffic flow characteristics based on cellular automata model under lane management measures. Physica A: Statistical Mechanics and its Applications, 654, 130177.
-Chen, Y., Dong, C., Lyu, K., Shi, X., Han, G., & Wang, H. (2024). A review of car-following and lane-changing models under heterogeneous environments. Physica A: Statistical Mechanics and its Applications, 654, 130127. doi:org/10.1016/j.physa.2024.130127
-Delpiano, R., Herrera, J. C., Laval, J., & Coeymans, J. E. (2020). A two-dimensional car-following model for two-dimensional traffic flow problems. Transportation Research Part C: Emerging Technologies, 114, 504-516.
-Fan, S., & Work, D. B. (2015). A heterogeneous multiclass traffic flow model with creeping. SIAM Journal on Applied Mathematics, 75(2), 813-835.
-Gipps, P. G. (1981). A behavioural car-following model for computer simulation. Transportation Research Part B: Methodological, 15(2), 105-111. doi:org/10.1016/0191-2615(81)90037-0
-Greenberg, H. (1959). An Analysis of Traffic Flow. Operations Research, 7(1), 79-85.
-Gunay, B. (2007). Car following theory with lateral discomfort. Transportation Research Part B: Methodological, 41(7), 722-735.
-Han, X., Ma, M., Liang, S., Yang, J., & Wu, C. (2024). Improved Car-Following Model for Connected Vehicles on Curved Multi-Lane Road. World Electric Vehicle Journal, 15(3), 82.
-Herman, R. (1992). Technology, Human Interaction, and Complexity: Reflections on Vehicular Traffic Science. Operations Research, 40(2), 199-212. doi:10.1287/opre.40.2.199
-Herman, R., & Prigogine, I. (1979). A Two-Fluid Approach to Town Traffic. Science, 204(4389),
148-151.
Herty, M., Fazekas, A., & Visconti, G. (2018). A two-dimensional data-driven model for traffic flow on highways. Networks and Heterogeneous Media, 13(2), 217-240. doi:10.3934/nhm.2018010
-Herty, M., Moutari, S., & Visconti, G. (2018). Macroscopic Modeling of Multilane Motorways Using a Two-Dimensional Second-Order Model of Traffic Flow. SIAM Journal on Applied Mathematics, 78(4), 2252-2278.
doi:10.1137/17M1151821
-Jiang, R., & Wu, Q.-S. (2004). Extended Speed Gradient Model for Mixed Traffic. Transportation Research Record, 1883(1), 78-84.
 doi:10.3141/1883-09
Jin, S., Wang, D., Tao, P., & Li, P. (2010). Non-lane-based full velocity difference car following model. Physica A: Statistical Mechanics and its Applications, 389(21), 4654-4662.
-Kanagaraj, V., & Treiber, M. (2018). Self-driven particle model for mixed traffic and other disordered flows. Physica A: Statistical Mechanics and its Applications, 509, 1-11.
Kikuchi, S., & Chakroborty, P. (1992). Car-following model based on fuzzy inference system. Transportation Research Record.
-Krishna Nirmale, S., Rawoof Pinjari, A., & Chakroborty, P. (2024). A two-dimensional,
multi-vehicle anticipation, and multi-stimuli based latent class framework to model driver behaviour in heterogeneous, disorderly traffic conditions. Transportation Research Part C: Emerging Technologies, 160, 104458.
-Li, B. (2024). Spacing-speed dependency on relative speeds to the adjacent lanes: a statistical test. Transportmetrica A: Transport Science, 20(2), 2154625. doi:10.1080/23249935.2022.2154625
-Li, G., & Zhu, W.-x. (2019). The Car-Following Model Based on Fuzzy Inference Controller. Paper presented at the IOP Conference Series: Materials Science Engineering.
-Li, K. P., & Gao, Z.-Y. (2004). Cellular Automation Model of Traffic Flow Based on the Car-Following Model. Chinese Physics Letters, 21(11), 2120. doi:10.1088/0256-307X/21/11/013
-Logghe, S., & Immers, L. H. (2008). Multi-class kinematic wave theory of traffic flow. Transportation Research Part B: Methodological, 42(6), 523-541. doi.org/10.1016/j.trb.2007.11.001
-Luo, Y., Jia, B., Liu, J., Lam, W. H. K., Li, X., & Gao, Z. (2015). Modeling the interactions between car and bicycle in heterogeneous traffic. Journal of Advanced Transportation, 49, 29-47.
-Mahapatra, G., Maurya, A. K., & Chakroborty, P. (2018). Parametric study of microscopic two-dimensional traffic flow models: A literature review. Canadian Journal of Civil Engineering, 45(11),
909-921. doi:10.1139/cjce-2017-0686
-Maurya, A. (2007). Development of a comprehensive microscopic model for simulation of large uninterrupted traffic streams without lane discipline. (PhD), Indian Institute of Technology Kanpur, India.
-Mohan, R., & Ramadurai, G. (2017). Heterogeneous traffic flow modelling using
second-order macroscopic continuum model. Physics Letters A, 381(3), 115-123.
-Nair, P., Abhiram Naidu, M. N., & Sreekumar, M. (2024, 2024//). A Two-Class Continuum Traffic Flow Model Considering the Disordered Behavior at Nodes. Paper presented at the Technologies for Sustainable Transportation Infrastructures, Singapore.
-Nair, R., Mahmassani, H. S., & Miller-Hooks, E. (2011). A porous flow approach to modeling heterogeneous traffic in disordered systems. Transportation Research Part B: Methodological, 45(9), 1331-1345.
-Payne, H. J. (1971). Model of freeway traffic and control. Mathematical Model of Public System,
51-61.
-Pipes, L. A. (1953). An Operational Analysis of Traffic Dynamics. Journal of Applied Physics, 24(3), 274-281. doi:10.1063/1.1721265 %J
-Ponnu, B., & Coifman, B. (2015). Speed-spacing dependency on relative speed from the adjacent lane: New insights for car following models. Transportation Research Part B: Methodological, 82, 74-90. doi:org/10.1016/j.trb.2015.09.012
-Rafati Fard, M. (2019). Driving Behavior Modeling For Disordered Traffic Systems. (Ph.D Dissertation), Iran University of Science and Technology, Iran.
-Ravishankar, K. V. R., & Mathew, T. V. (2011). Vehicle-Type Dependent Car-Following Model for Heterogeneous Traffic Conditions. Journal of Transportation Engineering, Part A: Systems, 137(11), 775-781.
doi: 10.1061/(ASCE)TE.1943-5436.0000273
-Sharath, M. N., & Velaga, N. R. (2020). Enhanced intelligent driver model for two-dimensional motion planning in mixed traffic. Transportation Research Part C: Emerging Technologies, 120, 102780. doi:.org/10.1016/j.trc.2020.102780
-Siuhi, S., & Kaseko, M. (2016). Incorporating vehicle mix in stimulus-response car-following models. Journal of Traffic and Transportation Engineering (English Edition), 3(3), 226-235. doi:org/10.1016/j.jtte.2016.05.002
-Sukhinova, A. B., Trapeznikova, M. A., Chetverushkin, B. N., & Churbanova, N. G. (2009). Two-dimensional macroscopic model of traffic flows. Mathematical Models and Computer Simulations, 1(6), 669-676.
doi:10.1134/S2070048209060027
-Tang, C. F., Jiang, R., Wu, Q. S., Wiwatanapataphee, B., & Wu, Y. H. (2007). Mixed Traffic Flow in Anisotropic Continuum Model. Transportation Research Record, 1999(1), 13-22. doi:10.3141/1999-02
-Toledo, T. (2007). Driving Behaviour: Models and Challenges. Transport Reviews, 27(1), 65-84. doi:10.1080/01441640600823940
Treiber, M., & Chaudhari, A. A. (2024, 2024).The Intelligent Agent Model—A Fully Two-dimensional Microscopic Traffic Flow Model. Paper presented at the Traffic and Granular Flow '22, Singapore.
-Venkatesan, K., Gowri, A., & Sivanandan, R. (2008). Development of microscopic simulation model for heterogeneous traffic using object oriented approach. Transportmetrica, 4(3), 227-247. doi:10.1080/18128600808685689
-Vikram, D. (2015). A two-dimensional continuum model of traffic flow. (Ph.D), Indian Institute of Technology Kanpur, India.
-Vikram, D., Mittal, S., & Chakroborty, P. (2022). Stabilized finite element computations with a
two-dimensional continuum model for disorderly traffic flow. Computers & Fluids, 232, 105205. doi:org/10.1016/j.compfluid.2021.105205
-Wang, J., Zhang, L., Lu, S., & Wang, Z. J. J. I. F. S. (2015). Developing a car-following model with consideration of driver's behavior based on an Adaptive Neuro-Fuzzy Inference System. Journal of Intelligent & Fuzzy Systems, 30, 461-466.
Wang, Z., Chen, T., Wang, Y., & Li, H. (2024). A cellular automaton model for mixed traffic flow considering the size of CAV platoon. Physica A: Statistical Mechanics and its Applications, 643, 129822.
Wong, G. C. K., & Wong, S. C. (2002). A multi-class traffic flow model – an extension of LWR model with heterogeneous drivers. Transportation Research Part A: Policy and Practice, 36(9), 827-841.
-Yu, B., Zhou, H., Wang, L., Wang, Z., & Cui, S. (2021). An extended two-lane car-following model considering the influence of heterogeneous speed information on drivers with different characteristics under honk environment. Physica A: Statistical Mechanics and its Applications, 578, 126022. doi:org/10.1016/j.physa.2021.126022
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
-Zhang, H. M. (2002). A non-equilibrium traffic model devoid of gas-like behavior. Transportation Research Part B: Methodological, 36(3), 275-290. doi:org/10.1016/S0191-2615(00)00050-3
-Zhang, H. M., & Jin, W. L. (2002). Kinematic Wave Traffic Flow Model for Mixed Traffic. Transportation Research Record, 1802(1), 197-204. doi:10.3141/1802-22
-Zhang, T. T., Jin, P. J., McQuade, S. T., Bayen, A., & Piccoli, B. (2024). Car-Following Models:
A Multidisciplinary Review. IEEE Transactions on Intelligent Vehicles, 1-26.
doi:10.1109/TIV.2024.3409468