Improved Safe Distance Car-following Model
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摘要: 由于经典的基于安全距离的车辆跟驰模型Gipps模型要求车辆行驶时恰好与前车保持安全距离, 这是一个对车辆跟驰行为过分严格的约束, 不符合实际情况, 根据实际情况提出车辆跟驰距离是有关安全距离和前后车相对速度的函数, 并据此建立了改进的基于安全距离的车辆跟驰模型.NGSIM数据经过处理后被用来标定Gipps模型和改进后的模型, 在标定结果的基础上对模型进行了统计意义上和仿真预测能力上的模型评价.结果显示:改进后的基于安全距离的车辆跟驰模型比Gipps模型有更高的仿真精确, 可以再现出宏观交通中的稳定交通流和冲击波等常见的交通现象, 并且改进模型在一定程度上使交通流变得更加稳定.Abstract: Gipps' model, the well-known safe distance car-following model, has a strict restriction on the car-following behavior, that is, the following vehicle has to maintain the exact safe distance with the leading vehicle to avoid accident.However, this restriction is not consistent with the reality.Owning to this reson, an enhanced safe distance car-following model was proposed first, and then evaluated by comparing with Gipps' model.Furthermore, simulations were conducted to analyze the characteristics of the new model.The results of evaluation and simulation illustrate that the proposed model has more accurate prediction result than Gipps' model, and can reproduce the stable flow and shockwave that are very common in real traffic flow.In addition, the enhanced model can stabilize traffic flow.
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[1] BRACKSTONE M, MCDONALD M.Car-following:a historical review[J].Transportation Research Part F:Traffic Psychology and Behaviour, 1999, 2 (4) :181-196.
[2] GIPPS G.A behavioural car-following model for computer simulation[J].Transportation Research Part B:Methodological, 1981, 15 (2) :105-111.
[3] WILSON E.An analysis of Gipps's car-following model of highway traffic[J].IMA Journal of Applied Mathematics, 2001, 66 (5) :509-537.
[4] RAKHA H, PECKER C, CYBIS B.Calibration procedure for Gipps car-following model[J].Transportation Research Record, 2007, 1999 (1) :115-127.
[5] OSSEN S, HOOGENDOORN P, GORTE H.Interdriver differences in car-following:a vehicle trajectory-based study[J].Transportation Research Record, 2006, 1965 (1) :121-129.
[6] TREIBER M, HENNECKE A, HELBING D.Congested traffic states in empirical observations and microscopic simulations[J].Physical Review E, 2000, 62 (2) :1805-1824.
[7] HELL Y W.Simulation of bottlenecks in single lane traffic flow[C]∥Proceedings of the Symposium on Theory of Traffic Flow, Research Laboratories, General Motors.New York:Elsevier.1959:207-238.
[8] PUNZO V, SIMONELLI F.Analysis and comparison of microscopic traffic flow models with real traffic microscopic data[J].Transportation Research Record, 2005, 1934 (1) :53-63.
[9] BROCKFELD E, KHNE D, WAGNER P.Calibration and validation of microscopic models of traffic flow[J].Transportation Research Record, 2005, 1934 (1) :179-187.
[10] YANG H, GAN Q J, JIN W L.Calibration of a family of car-following models with retarded linear regression methods[C/CD]∥Presented at 90th Annual Meeting of Transportation Research Board.Washington, D.C.:Federal Highway Administration, 2011.
[11] HAMDAR H, TREIBER M, MAHMASSANI S.Calibration of a stochastic car-following model using trajectory data:exploration and model properties[C/CD]∥The 88th Annual Meeting of Transportation Research Board.Washington, D.C.:Federal Highway Administration, 2009.
[12] 王殿海, 陶鹏飞, 金盛, 等.跟驰模型参数标定及验证方法[J].吉林大学学报:工学版, 2011, 41 (1) :59-65.WANG Dian-hai, TAO Peng-fei, JIN Sheng, et al.Method of calibrating and validating car-following model[J].Journal of Jilin University:Engineering and Technology Edition, 2011, 41 (1) :59-65. (in Chinese) [13] JIN S, WANG D H, HUANG Z Y, et al.Visual angle model for car-following theory[J].Physica A:Statistical Mechanics and its Applications, 2011, 390 (1) :1931-1940.
[14] WILSON E.An analysis of Gipps's car following model of highway traffic[J].IMA Journal of Applied Mathematics, 2001, 66 (5) :509-537.
[15] 金盛, 王殿海.考虑前方交通状态的车辆跟驰模型与数值仿真[J].北京工业大学学报, 2012, 38 (8) :1236-1241.JIN Sheng, WANG Dian-hai.Car following model and simulation considering front traffic situation[J].Journal of Beijing University of Technology, 2012, 38 (8) :1236-1241. (in Chinese) [16] MASON D, WOODS W.Car-following model of multispecies systems of road traffic[J].Physical Review E, 1997, 55 (3) :2203-2214.
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