Wiedemann Revisited New Trajectory Filtering Technique and Its Implications for Car-Following Modeling

被引:26
作者
Hoogendoorn, Serge [1 ]
Hoogendoorn, Raymond G. [1 ]
Daamen, Winnie [1 ]
机构
[1] Delft Univ Technol, Dept Transport & Planning, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
关键词
DYNAMICS;
D O I
10.3141/2260-17
中图分类号
TU [建筑科学];
学科分类号
081407 [建筑环境与能源工程];
摘要
A new data-driven stochastic car-following model based on the principles of psychospacing or action-point modeling is presented. It uses empirical or experimental trajectory data and mimics the main microscopic behavioral characteristics present in the data. In the action-point model, regions are defined in the relative speed-distance headway plane, in which the follower is likely to perform an action (increase or decrease acceleration) or not. These regions can be established empirically from vehicle trajectory data and thereby yield a joint cumulative probability distribution function of the action points. Furthermore, the conditional distribution of the actions (the size of the acceleration or deceleration given the current distance headway and relative speed or given the acceleration before the action) can be determined from these data as well. To assess the data correctly, a new filtering technique is proposed. The main hypothesis behind this idea is that the speed profile is a continuous piecewise linear function: accelerations are piecewise constant changing values at nonequidistant discrete time instants. The durations of these constant acceleration periods are not fixed but depend on the state of the follower in relation to its leader. The data analysis illustrates that driving behavior shows nonequidistant constant acceleration periods. The distributions of the action points and the conditional accelerations form the core of the presented data-driven stochastic model. The mathematical formalization that describes how these distributions can be used to simulate car-following behavior is presented. Empirical data collected on a Dutch motorway are used to illustrate the workings of the approach and the simulation results.
引用
收藏
页码:152 / 162
页数:11
相关论文
共 16 条
[1]
[Anonymous], 1999, Transportation Research Part F: Traffic Psychology and Behaviour, DOI DOI 10.1016/S1369-8478(00)00005-X
[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]
TRAFFIC DYNAMICS - STUDIES IN CAR FOLLOWING [J].
CHANDLER, RE ;
HERMAN, R ;
MONTROLL, EW .
OPERATIONS RESEARCH, 1958, 6 (02) :165-184
[4]
Forbes T.W., 1958, Proceedings of the Transportation Research Board, V37, P345
[5]
From Existing Accident-Free Car-Following Models to Colliding Vehicles [J].
Hamdar, Samer H. ;
Mahmassani, Hani S. .
TRANSPORTATION RESEARCH RECORD, 2008, (2088) :45-56
[6]
Helly W., 1959, En Proceedings of the syposium on theory of traffic flow p, P207
[7]
Hoogendoorn SP, 2003, TRANSPORT RES REC, P121
[8]
Imai H., 1986, Journal of Information Processing, V9, P159
[9]
Kerner BS, 2009, INTRODUCTION TO MODERN TRAFFIC FLOW THEORY AND CONTROL, P1, DOI 10.1007/978-3-642-02605-8
[10]
Leutzbach W., 1986, Traffic engineering & control (TEC), V27, P270