4.6 Article

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

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Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/S0378-4371(02)01457-7

Keywords

traffic model; traffic flow; traffic dynamics; congested flow

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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 1 s, 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. (C) 2002 Elsevier Science B.V. All rights reserved.

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