基于SUMO的动态开放硬肩道路交通特性分析

Zhang Zhigang, Peng Rui, Qiao Jiangang
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引用次数: 0

摘要

为了缓解高速公路的拥堵,以京雄高速公路为例,利用SUMO软件构建高速公路交通流模型。通过TraCI接口和python编程语言进行二次开发。提出了以速度标准差、变道速度、密度、出发延迟和运行延迟作为硬肩开放路段交通流评价指标,并分析了不同限速方案对硬肩开放后道路交通特性的影响。结果表明:硬肩运行可使京雄高速公路通行能力提高22.5%,硬肩开放的最优交通量范围为8000 ~ 9800 pcu/h;随着硬肩开放路段总限速的降低,车速标准差持续减小,行车密度和运行时延呈增大趋势。在自由流状态下,变道次数随着路段总限速的降低而增加。在拥堵流的情况下,路段限速逐渐降低对变道总数的影响减弱。在道路不拥挤的情况下,打开硬肩可以减少100%的发车延误。道路拥堵后,发车延误比不开肩时减少60%左右。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of Traffic Characteristics of Dynamic Open Hard Shoulder Road Based on SUMO
In order to alleviate the congestion of expressway, based on Jingxiong expressway, the expressway traffic flow model is constructed by SUMO software. The secondary development is carried out through TraCI interface and python programming language. The speed standard deviation, lane changing speed, density, departure delay and operation delay are proposed as the traffic flow evaluation indexes of hard shoulder open sections, and the impact of different speed limit schemes on road traffic characteristics after hard shoulder opening is analyzed. The results show that hard shoulder running can improve the traffic capacity of Jingxiong expressway by 22.5%, and the optimal traffic volume range of hard shoulder opening is 8000–9800 pcu/h. With the reduction of the overall speed limit in the open section of hard shoulder, the standard deviation of speed continues to decrease, and the density and operation delay show an increasing trend. In the free flow state, the number of lane changes increases with the reduction of the overall speed limit of the road section. In the case of congested flow, the impact of the gradual reduction of the speed limit of the road section on the total number of lane changes is weakened. When the road is not congested, opening the hard shoulder can reduce the departure delay by 100%. After the road is congested, the departure delay is reduced by about 60% compared with that when the shoulder is not open.
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