Abstract

Congestion has become a significant issue in recent years and has greatly affected the efficiency of urban traffic operation. Random and disorderly lane-changing behavior greatly reduces traffic capacity and safety. This paper is mainly concerned with the relationship of lane-changing spacing intervals provided by off-ramp facilities and traffic flow conditions. Through field investigations in Beijing, several typical lane-changing behaviors at off-ramp areas are analyzed. By using field traffic data and actual road geometry parameters, VISSIM-based micro-behavior simulations at off-ramp areas are implemented to obtain traffic flow conditions with different lane-changing spacing intervals and other model parameters, such as traffic volume and ratio of off-ramp vehicles. Then, the numerical relationships between traffic flow state and model parameters can be shown. The results show that with increasing traffic volume and the ratio of off-ramp vehicles, the lane-changing spacing interval required by vehicles should be increased. For the same ratio of off-ramp vehicles, if the traffic volume increases by 100 pcu/h/lane (pcu is a unit to stand for a standard passenger car), the corresponding lane-changing spacing interval should be increased by a spacing of 50–100 m to avoid increasing congestion. Based on the results of this paper, smart lane management can be implemented by optimizing lane-changing spacing intervals and lane-changing behaviors to improve traffic capacity.

Highlights

  • With the rapid development of society and the economy, cities are enlarged every year, especially in China

  • To insure the reliability and specificity of the simulation results and to study the impact of lanechanging spacing interval on traffic flow conditions at the off-ramp areas, the following assumptions were made to eliminate the influence of other factors: (1) there was no congestion of the mainline downstream, and (2) there was no congestion of the side road downstream

  • The traffic flow state based on indexes sectional speed (SS) and travel time (TT) were studied in Scenario II.2 by different combinations of S and Q

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Summary

Introduction

With the rapid development of society and the economy, cities are enlarged every year, especially in China. Lane-changing behaviors in off-ramp areas is a typical mandatory lane-changing behavior, which leads to remarkable influence on the following or adjacent traffic streams, especially for congestion flow. Determining appropriate lane-changing spacing intervals for off-ramp vehicles and guiding reasonable lane-changing activity are urgent problems for traffic researchers and engineers. This paper is concerned with lane-changing spacing intervals and reasonable lane-changing locations in off-ramp areas of urban expressways. This paper searches for the optimizing mechanism of lane-changing spacing intervals to promote the road capacity of existing off-ramps by guiding and restraining driver lane-changing behaviors. Based on the research in this paper, two ways can be realized to solve the off-ramp congestion in engineering by determining reasonable lane-changing spacing intervals for certain off-ramp areas and traffic volume demands.

Impact of Lane-Changing Behavior
Impact of Weaving Sections
Lane-Changing Behavior Analysis of Off-Ramp Areas
Lane-Changing Behavior of Through Vehicles
Simulation Results and Discussion
Conclusions
Full Text
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