Influence of bus stop with left-turn lines between two adjacent signalized intersections

被引:0
|
作者
庞明宝 [1 ]
叶兰杭 [1 ]
裴亚男 [1 ]
机构
[1] School of Civil and Transportation, Hebei University of Technology
基金
中国国家自然科学基金;
关键词
cellular automata(CA) model; bus stop; left-turn bus line; vehicle accident;
D O I
暂无
中图分类号
U491 [交通工程与交通管理];
学科分类号
082302 ; 082303 ;
摘要
Based on the symmetric two-lane Nagel–Schreckenberg(STNS) model, a three-lane cellular automaton model between two intersections containing a bus stop with left-turning buses is established in which model the occurrences of vehicle accidents are taken into account. The characteristics of traffic flows with different ratios of left-turn lines are discussed via the simulation experiments. The results indicate that the left-turn lines have more negative effects on capacity,accident rate as well as delay if the stop is located close to the intersections, where the negative effect in a near-side stop is more severe than that in a far-side one. The range of appropriate position for a bus stop without the bottleneck effect becomes more and more narrow with the increase of the ratio of left-turn bus lines. When the inflow is small, a short signal cycle and a reasonable offset are beneficial. When the inflow reaches or exceeds the capacity, a longer signal cycle is helpful. But if the stop position is inappropriate, the increase of cycle fails in reducing the negative effect of left-turning buses and the effectiveness of offset is weakened.
引用
收藏
页码:483 / 493
页数:11
相关论文
共 50 条
  • [1] Influence of bus stop with left-turn lines between two adjacent signalized intersections
    Pang, Ming-Bao
    Ye, Lan-Hang
    Pei, Ya-Nan
    [J]. CHINESE PHYSICS B, 2016, 25 (08)
  • [2] EFFICIENCY OF TRIPLE LEFT-TURN LANES AT SIGNALIZED INTERSECTIONS
    Shaaban, Khaled
    [J]. 13RD INTERNATIONAL CONFERENCE ON HARBOR, MARITIME & MULTIMODAL LOGISTICS MODELING AND SIMULATION (HMS 2011), 2011, : 125 - 129
  • [3] A STUDY OF LEFT-TURN MANEUVER TIME FOR SIGNALIZED INTERSECTIONS
    LU, YJ
    [J]. ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 1984, 54 (10): : 42 - 47
  • [4] Study on left-turn lane guidelines for signalized intersections
    Wang, Jing-Yuan
    Zhuang, Yan
    [J]. Shenzhen Daxue Xuebao (Ligong Ban)/Journal of Shenzhen University Science and Engineering, 2007, 24 (01): : 41 - 46
  • [5] Can Left-turn Waiting Areas Improve the Capacity of Left-turn Lanes at Signalized Intersections?
    Yang, Zhao
    Liu, Pan
    Chen, Yuguang
    Yu, Hao
    [J]. 8TH INTERNATIONAL CONFERENCE ON TRAFFIC AND TRANSPORTATION STUDIES (ICTTS), 2012, 43 : 192 - 200
  • [6] Influence of restricted sight distances on permitted left-turn operation at signalized intersections
    Yan, Xuedong
    Radwan, Essam
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING, 2008, 134 (02) : 68 - 76
  • [7] Development of conflict techniques for left-turn and cross-traffic at protected left-turn signalized intersections
    Oh, Jutaek
    Kim, Eungcheol
    Kim, Myungseob
    Choo, Sangho
    [J]. SAFETY SCIENCE, 2010, 48 (04) : 460 - 468
  • [8] Increasing the capacity of signalized intersections with left-turn waiting areas
    Ma, Wanjing
    Liu, Ye
    Zhao, Jing
    Wu, Ning
    [J]. TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 2017, 105 : 181 - 196
  • [9] Determining Lengths of Left-Turn Lanes at Signalized Intersections Under Different Left-Turn Signal Schemes
    Kikuchi, Shinya
    Kronprasert, Nopadon
    [J]. TRANSPORTATION RESEARCH RECORD, 2010, (2195) : 70 - 81
  • [10] A framework for developing left-turn operations guidelines at signalized intersections
    Zhan, F. Benjamin
    Chen, Xuwei
    Voigt, Tony
    [J]. 2007 INTERNATIONAL CONFERENCE ON SERVICE SYSTEMS AND SERVICE MANAGEMENT, VOLS 1-3, 2007, : 252 - +