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      An Improved Single-Lane Cellular Automaton Model considering Driver’s Radical Feature

      1 , 2 , 3 , 3 , 1 , 2 , 3 , 3 , 4 , 3
      Journal of Advanced Transportation
      Hindawi Limited

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          Abstract

          Traffic flow models are of vital significance to study the traffic system and reproduce typical traffic phenomena. In the process of establishing traffic flow models, human factors need to be considered particularly to enhance the performance of the models. Accordingly, a series of car-following models and cellular automaton models were proposed based on comprehensive consideration of various driving behaviors. Based on the comfortable driving (CD) model, this paper innovatively proposed an improved cellular automaton model incorporating impaired driver’s radical feature (RF). The impaired driver’s radical feature was added to the model with respect to three aspects, that is, desired speed, car-following behavior, and braking behavior. Empirical data obtained from a highway segment was used to initialize impaired driver’s radical feature distribution and calibrate the proposed model. Then, numerical simulations validated that the proposed improved model can well reproduce the traffic phenomena, as shown by the fundamental diagram and space-time diagram. Also, in low-density state, it can be found that the RF model is superior to the CD model in simulating the speed difference characteristics, where the average speed difference of adjacent vehicles for RF model is more consistent with reality. The result also discussed the potential impact of impaired drivers on rear-end collisions. It should be noted that this study is an early stage work to evaluate the existence of impaired driving behavior.

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          Most cited references27

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          A safety-based approaching behavioural model with various driving characteristics

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            Incorporating human-factors in car-following models: A review of recent developments and research needs

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              Cellular automata approach to three-phase traffic theory

              The cellular automata (CA) approach to traffic modeling is extended to allow for spatially homogeneous steady state solutions that cover a two dimensional region in the flow-density plane. Hence these models fulfill a basic postulate of a three-phase traffic theory proposed by Kerner. This is achieved by a synchronization distance, within which a vehicle always tries to adjust its speed to the one of the vehicle in front. In the CA models presented, the modelling of the free and safe speeds, the slow-to-start rules as well as some contributions to noise are based on the ideas of the Nagel-Schreckenberg type modelling. It is shown that the proposed CA models can be very transparent and still reproduce the two main types of congested patterns (the general pattern and the synchronized flow pattern) as well as their dependence on the flows near an on-ramp, in qualitative agreement with the recently developed continuum version of the three-phase traffic theory [B. S. Kerner and S. L. Klenov. 2002. J. Phys. A: Math. Gen. 35, L31]. These features are qualitatively different than in previously considered CA traffic models. The probability of the breakdown phenomenon (i.e., of the phase transition from free flow to synchronized flow) as function of the flow rate to the on-ramp and of the flow rate on the road upstream of the on-ramp is investigated. The capacity drops at the on-ramp which occur due to the formation of different congested patterns are calculated.
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                Author and article information

                Journal
                Journal of Advanced Transportation
                Journal of Advanced Transportation
                Hindawi Limited
                0197-6729
                2042-3195
                2018
                2018
                : 2018
                : 1-10
                Affiliations
                [1 ]Jiangsu Key Laboratory of Urban ITS, Southeast University, No. 2 Sipailou, Nanjing 210096, China
                [2 ]Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast University, No. 2 Sipailou, Nanjing 210096, China
                [3 ]School of Transportation, Southeast University, No. 2 Sipailou, Nanjing 210096, China
                [4 ]Department of Civil and Environmental Engineering, University of Wisconsin-Madison, 1204 Engineering Hall, 1415 Engineering Drive, Madison, WI 53706, USA
                Article
                10.1155/2018/3791820
                9a3b64e2-0ccf-4503-96c0-7de873be5c80
                © 2018

                http://creativecommons.org/licenses/by/4.0/

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