A kinematic wave theory of lane-changing traffic flow

被引:151
作者
Jin, Wen-Long [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Calif Inst Telecommun & Informat Technol, Inst Transportat Studies, Irvine, CA 92697 USA
关键词
LWR model; Fundamental diagram; Lane-changing intensity variable; Riemann problem; Kinematic waves; Supply-demand method; Bottleneck effects; NGSIM data; DENSITY; MODEL; DYNAMICS; 2-LANE;
D O I
10.1016/j.trb.2009.12.014
中图分类号
F [经济];
学科分类号
02 ;
摘要
Frequent lane-changes in highway merging, diverging, and weaving areas could disrupt traffic flow and, even worse, lead to accidents In this paper, we propose a simple model for studying bottleneck effects of lane-changing traffic and aggregate traffic dynamics of a roadway with lane-changing areas. Based on the observation that, when changing its lane, a vehicle affects traffic on both its current and target lanes, we propose to capture such lateral interactions by introducing a new lane-changing intensity variable With a modified fundamental diagram, we are able to study the impacts of lane-changing traffic on overall traffic flow. In addition, the corresponding traffic dynamics can be described with a simple kinematic wave model. For a location-dependent lane-changing intensity variable, we discuss kinematic wave solutions of the Riemann problem of the new model and introduce a supply-demand method for its numerical solutions With both theoretical and empirical analysis, we demonstrate that lane-changes could have significant bottleneck effects on overall traffic flow In the future, we will be interested in studying lane-changing intensities lot different road geometries, locations, on-ramp/off-ramp flows, as well as traffic conditions The new modeling framework could be helpful for developing ramp-metering and other lane management strategies to mitigate the bottleneck effects of lane-changes. (C) 2009 Elsevier Ltd. All rights reserved
引用
收藏
页码:1001 / 1021
页数:21
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