Modifications of the optimal velocity traffic model to include delay due to driver reaction time

Straightforward inclusion of a delay time due to driver reaction time in the optimal velocity (OV) model reveals an unphysical sensitivity to driver reaction times. For delay times of nearly 1s, which are typical for most drivers, oscillations in vehicle velocity induced by encountering a slower vehicle grow until limited by non-linear effects. Simulations demonstrate that unrealistically small delay times are needed for lengthy platoons of vehicles to avoid collisions. This is a serious limitation of the OV model. Other models, such as the inertial car-following model, allow somewhat larger delay times, but also show unphysical effects. Modifications of the OV model to overcome this deficiency are demonstrated. In addition, unphysical short-period oscillations of vehicle velocity are eliminated by introducing partial car-following into the model. Traffic jams are caused primarily by the delay due to driver reaction time in the modified OV model.

[1]  B. Kerner EXPERIMENTAL FEATURES OF SELF-ORGANIZATION IN TRAFFIC FLOW , 1998 .

[2]  Havlin,et al.  Presence of many stable nonhomogeneous states in an inertial car-following model , 2000, Physical review letters.

[3]  T. Nagatani,et al.  Traffic jams induced by fluctuation of a leading car. , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[4]  Marc Green,et al.  "How Long Does It Take to Stop?" Methodological Analysis of Driver Perception-Brake Times , 2000 .

[5]  L. A. Pipes An Operational Analysis of Traffic Dynamics , 1953 .

[6]  Shlomo Havlin,et al.  Periodic solutions of a non-linear traffic model , 2000 .

[7]  B. Kerner,et al.  EXPERIMENTAL PROPERTIES OF PHASE TRANSITIONS IN TRAFFIC FLOW , 1997 .

[8]  D. Gazis,et al.  Nonlinear Follow-the-Leader Models of Traffic Flow , 1961 .

[9]  K. Hasebe,et al.  Analysis of optimal velocity model with explicit delay , 1998, patt-sol/9805002.

[10]  D. Helbing Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.

[11]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[12]  Nakanishi,et al.  Spatiotemporal structure of traffic flow in a system with an open boundary , 2000, Physical review letters.

[13]  Dirk Helbing,et al.  GENERALIZED FORCE MODEL OF TRAFFIC DYNAMICS , 1998 .

[14]  Y Sugiyama DYNAMICAL MODEL FOR CONGESTION OF FREEWAY TRAFFIC AND ITS STRUCTURAL STABILITY. , 1996 .

[15]  E. Montroll,et al.  Traffic Dynamics: Studies in Car Following , 1958 .