Multi-lane Reduction: A Stochastic Single-lane Model for Lane Changing

被引:0
作者
Wu, Cathy [1 ]
Vinitsky, Eugene [2 ]
Kreidieh, Aboudy [3 ]
Bayen, Alexandre [4 ]
机构
[1] Univ Calif Berkeley, Elect Engn & Comp Sci, Berkeley, CA 94720 USA
[2] Univ Calif Berkeley, Mech Engn, Berkeley, CA USA
[3] Univ Calif Berkeley, Civil & Environm Engn, Berkeley, CA USA
[4] Univ Calif Berkeley, Inst Transportat Studies, Berkeley, CA USA
来源
2017 IEEE 20TH INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS (ITSC) | 2017年
关键词
Modeling; Lane Changing; Stochastic Processes; Markov Chain; Microscopic; Macroscopic; Traffic Dynamics; NGSIM; TRAFFIC FLOW; BEHAVIORAL-THEORY; DYNAMICS;
D O I
暂无
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Lane changes can induce natural large perturbations in traffic flow and are known to impact traffic throughput and energy consumption. Their precise effects are understudied. The primary aim of this article is to present a model for lane changing that is tractable for system-level analysis and yet captures qualities of microscopic vehicle dynamics. We present a stochastic lane changing model, which permits a two-stage reduction: 1) of the (microscopic) multi-lane problem into a stochastic single-lane problem, and 2) of the stochastic single-lane model into a Markov chain macroscopic model which captures system-level lane-changing characteristics. The first reduction contributes the first model of lane changing as a single-lane process, which permits the simplification of theoretical analysis. The Markov chain macroscopic model permits the computation of statistics on the traffic parameters, such as expected velocity and headway, thus permitting the quantification of the effect of lane changes on traffic flow. We validate the proposed model on NGSIM and confirm the accuracy of the Markov chain for computing headway statistics. Finally, counter to a common view of lane changes as perturbations which contribute to shockwave formation, we observe that lane changes reduce the variance of the velocity by 10% on a 230-meter ring road benchmark, which suggests that discretionary lane changes may serve to reduce stop and go waves rather than increase them.
引用
收藏
页数:8
相关论文
共 28 条
[1]  
[Anonymous], 2007, TRANSPORTATION TRAFF
[2]  
[Anonymous], CORR
[3]  
[Anonymous], STUDIES APPL MATH
[4]  
Beichelt L. P. F. F. E., 2002, STOCHASTIC PROCESSES
[5]  
Cassidy MJ, 1999, TRANSPORTATION AND TRAFFIC THEORY, P107
[6]   A behavioral theory of multi-lane traffic flow. Part I: Long homogeneous freeway sections [J].
Daganzo, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2002, 36 (02) :131-158
[7]   A behavioral theory of multi-lane traffic flow. Part II: Merges and the onset of congestion [J].
Daganzo, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2002, 36 (02) :159-169
[8]   Dynamics of connected vehicle systems with delayed acceleration feedback [J].
Ge, Jin I. ;
Orosz, Gabor .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2014, 46 :46-64
[9]   Modeling and simulation of multilane traffic flow [J].
Helbing, D ;
Greiner, A .
PHYSICAL REVIEW E, 1997, 55 (05) :5498-5508
[10]  
Hoogendoorn S.P., 1999, MULTICLASS CONTINUUM