孙立山, 赵昇辉, 孔德文, 曹敬浛, 王艳. 自动驾驶环境下合流区大型车屏障判别条件及交通影响[J]. 北京工业大学学报, 2022, 48(8): 851-859. DOI: 10.11936/bjutxb2021040021
    引用本文: 孙立山, 赵昇辉, 孔德文, 曹敬浛, 王艳. 自动驾驶环境下合流区大型车屏障判别条件及交通影响[J]. 北京工业大学学报, 2022, 48(8): 851-859. DOI: 10.11936/bjutxb2021040021
    SUN Lishan, ZHAO Shenghui, KONG Dewen, CAO Jinghan, WANG Yan. Formation Conditions and Effects of Large Vehicle Barrier on Confluence Area Under Automatic Driving[J]. Journal of Beijing University of Technology, 2022, 48(8): 851-859. DOI: 10.11936/bjutxb2021040021
    Citation: SUN Lishan, ZHAO Shenghui, KONG Dewen, CAO Jinghan, WANG Yan. Formation Conditions and Effects of Large Vehicle Barrier on Confluence Area Under Automatic Driving[J]. Journal of Beijing University of Technology, 2022, 48(8): 851-859. DOI: 10.11936/bjutxb2021040021

    自动驾驶环境下合流区大型车屏障判别条件及交通影响

    Formation Conditions and Effects of Large Vehicle Barrier on Confluence Area Under Automatic Driving

    • 摘要: 为解决自动驾驶环境下高速公路合流区大型车屏障判别条件不足、交通影响研究较少且多为定性分析的问题,建立了引入车间时距的跟车模型和考虑安全距离的换道模型,形成能够表明合流区交通特性的元胞自动机模型,量化分析了宏观参数(主路和匝道流量及主路大型车比例)与微观参数(车间时距、屏障长度)对大型车屏障形成的影响规律. 宏观层面得出了大型车屏障显现时的主路和匝道流量不同组合情况,且发现当主路和匝道流量满足一定水平后,主路大型车比例0.4是大型车屏障形成的临界值. 大型车屏障的微观判别条件为连续3辆及以上的大型车成队列行驶且车间时距不大于1.5 s. 此外,大型车屏障的交通影响主要表现为入口匝道流量降低、匝道平均延误和交通冲突数增加. 该研究成果可为自动驾驶环境下高速公路针对大型车管控策略的制定提供理论依据.

       

      Abstract: To solve the problems of insufficient identification conditions of large vehicle barrier in expressway confluence area under automatic driving environment, less research on traffic impact and more qualitative analysis, a car following model with headway and a lane changing model that considers the safety distance were established to form a cellular automaton model, which can indicate the traffic characteristics of the confluence area. The effects of macro parameters (flow of main road and on-ramp and proportion of large vehicles on main road) and microscopic parameters (headway and length of barrier) on the formation of large vehicle barrier were analyzed quantitatively. At the macro level, different combinations of main road and ramp flow were obtained when the large vehicle barrier appears, and it is found that the critical value of the formation of large vehicle barrier is the proportion of large vehicles on the main road of 0.4. The microscopic criterion of large vehicle barrier is that three or more large vehicles run in a queue and the headway between vehicles is no more than 1.5 s. Additionally, the effect of large vehicle barrier was mainly manifested by the decrease of on-ramp flow, the increase of on-ramp delay and the number of traffic conflicts. Results show that it can provide a theoretical basis for the formulation of large vehicles management and control strategy under automatic driving environment.

       

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