简介概要

Development of control strategy of variable speed limits for improving traffic operations at freeway bottlenecks

来源期刊:中南大学学报(英文版)2014年第6期

论文作者:LI Zhi-bin(李志斌) LIU Pan(刘攀) WANG Wei(王炜) XU Cheng-cheng(徐铖铖)

文章页码:2526 - 2538

Key words:variable speed limit; traffic operation; freeway bottleneck; capacity drop; efficiency

Abstract: A control strategy of variable speed limits (VSL) was developed to reduce the travel time at freeway recurrent bottleneck areas. The proposed control strategy particularly focused on preventing the capacity drop and increasing the discharge flow. A cell transmission model (CTM) was developed to evaluate the effects of the proposed VSL control strategy on the traffic operations. The results show that the total travel time is reduced by 25.5% and the delay is reduced by 56.1%. The average travel speed is increased by 34.3% and the queue length is reduced by 31.0%. The traffic operation is improved by the proposed VSL control strategy. The way to use the proposed VSL control strategy in different types of freeway bottlenecks was also discussed by considering different traffic flow characteristics. It is concluded that the VSL control strategy is effective for merge bottlenecks but is less effective for diverge bottlenecks.

详情信息展示

Development of control strategy of variable speed limits for improving traffic operations at freeway bottlenecks

LI Zhi-bin(李志斌), LIU Pan(刘攀), WANG Wei(王炜), XU Cheng-cheng(徐铖铖)

(School of Transportation, Southeast University, Nanjing 210096, China)

Abstract:A control strategy of variable speed limits (VSL) was developed to reduce the travel time at freeway recurrent bottleneck areas. The proposed control strategy particularly focused on preventing the capacity drop and increasing the discharge flow. A cell transmission model (CTM) was developed to evaluate the effects of the proposed VSL control strategy on the traffic operations. The results show that the total travel time is reduced by 25.5% and the delay is reduced by 56.1%. The average travel speed is increased by 34.3% and the queue length is reduced by 31.0%. The traffic operation is improved by the proposed VSL control strategy. The way to use the proposed VSL control strategy in different types of freeway bottlenecks was also discussed by considering different traffic flow characteristics. It is concluded that the VSL control strategy is effective for merge bottlenecks but is less effective for diverge bottlenecks.

Key words:variable speed limit; traffic operation; freeway bottleneck; capacity drop; efficiency

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