DISSIPATION OF TRAFFIC JAMS USING A SINGLE AUTONOMOUS VEHICLE ON A RING ROAD

被引:6
作者
Hayat, Amaury [1 ,2 ,3 ]
Piccoli, Benedetto [1 ,2 ]
Truong, Sydney [1 ,2 ]
机构
[1] Rutgers Univ Camden, Dept Math Sci, Camden, NJ 08102 USA
[2] Rutgers Univ Camden, Ctr Computat & Integrat Biol, Camden, NJ 08102 USA
[3] Ecole Ponts ParisTech, CERMICS, F-77420 Champs Sur Marne, France
基金
美国国家科学基金会;
关键词
exponential stability; autonomous vehicles; PI controllers; traffic waves; traffic control; FLOW; MODEL;
D O I
10.1137/21M1414346
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this article, we study the problem of stabilizing the traffic flow on a ring road to a uniform steady-state using autonomous vehicles (AV). Traffic is represented at a microscopic level via a Bando-Follow-the-Leader model capable of reproducing phantom jams. For the single-lane case, a single AV can stabilize an arbitrary large ring road with an arbitrary large number of cars. Moreover, this stabilization is exponentially quick with a decay rate independent of the number of cars and a control gain also independent of the number of cars. On the other side, the stabilization domain and stabilization time depend on the number of cars. Two types of controller algorithms are proposed: a proportional control and a proportional-integral control. In both cases, the measurements used by the controller only depend on the local data around the AV, enabling an easy implementation. After numerical tests of the single-lane case, a multilane model is described using a safety-incentive mechanism for lane change. Numerical simulations for the multilane ring road suggest that the control strategy is also very efficient in such a setting, even with a single AV.
引用
收藏
页码:909 / 937
页数:29
相关论文
共 44 条
[1]  
Ramadan RA, 2017, Arxiv, DOI [arXiv:1702.07995, DOI 10.48550/ARXIV.1702.07995]
[2]   DYNAMICAL MODEL OF TRAFFIC CONGESTION AND NUMERICAL-SIMULATION [J].
BANDO, M ;
HASEBE, K ;
NAKAYAMA, A ;
SHIBATA, A ;
SUGIYAMA, Y .
PHYSICAL REVIEW E, 1995, 51 (02) :1035-1042
[3]  
Bastin G, 2016, PROG NONLINEAR DIFFE, V88, P1, DOI 10.1007/978-3-319-32062-5
[4]  
Coddington E., 1955, THEORY ORDINARY DIFF
[5]   PI Controllers for 1-D Nonlinear Transport Equation [J].
Coron, Jean-Michel ;
Hayat, Amaury .
IEEE TRANSACTIONS ON AUTOMATIC CONTROL, 2019, 64 (11) :4570-4582
[6]  
Coron Jean-Michel, 2007, Control and Nonlinearity
[7]  
Cui SM, 2017, IEEE INT VEH SYM, P1336, DOI 10.1109/IVS.2017.7995897
[8]  
DE PRONY R., 1796, NOUVELLE ARCHITECTUR, DOI [10.3931/e-rara-45075, DOI 10.3931/E-RARA-45075]
[9]   Macroscopic traffic flow modeling with adaptive cruise control: Development and numerical solution [J].
Delis, A. I. ;
Nikolos, I. K. ;
Papageorgiou, M. .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 2015, 70 (08) :1921-1947
[10]  
Delle Monache M. L., 2019, Computational Intelligence and Optimization Methods for Control Engineering, P275