Modeling Impedance Effects of Left Turners from Major Streets with Shared Short Lanes at Two-Way Stop-Controlled Intersections

被引:2
|
作者
Wu, Ning [1 ]
Brilon, Werner [1 ]
机构
[1] Ruhr Univ Bochum, D-44780 Bochum, Germany
关键词
Highways; operations and traffic management; pedestrians and bicyclists;
D O I
10.3141/2173-02
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
At two-way stop-controlled intersections without exclusive turning lanes on major streets, all three movements (right turn, through, and left turn) must share a lane. The Highway Capacity Manual (HCM) provides a special formula to deal with this lane configuration. However, this formula cannot consider short lanes such as left-turn pockets on major streets. This paper presents a new model that accounts for shared short lanes and thus delivers more realistic results for estimating the impedance effect of left turners. The new model can also deal with the effect of the so-called back-of-queue in reality. The presented theoretical concept can be extended to include the consequences of a short left-turn pocket on major streets and the corresponding capacities of the major streets with shared short lanes. Equations are derived for calculating the influence of the length of the left-turn pocket on the capacity of minor-street movements and on the probability of blockage to the through movement resulting from queued left-turn vehicles. Comprehensive simulation studies are conducted to confirm the derivation, and a general formula that considers both the short lane and back-of-queue is recommended for further applications. This formula will be incorporated into the upcoming edition of HCM.
引用
收藏
页码:11 / 19
页数:9
相关论文
共 37 条
  • [1] Impedance Effects of Left-Turning Vehicles from the Major Street at a Two-Way Stop-Controlled Intersection
    Brilon, Werner
    TRANSPORTATION RESEARCH RECORD, 2009, (2130) : 52 - 58
  • [2] Operational Performance at Two-Way Stop-Controlled Intersections
    Early, Marci
    Dixon, Karen
    Avelar, Raul
    Zhou, Yanfen
    TRANSPORTATION RESEARCH RECORD, 2016, (2562) : 1 - 8
  • [3] Movement capacity at two-way stop-controlled intersections
    Luttinen, RT
    TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY AND QUALITY OF SERVICES 2004, 2004, (1883): : 198 - 202
  • [4] Delay to major street through vehicles at two-way stop-controlled intersections
    Bonneson, JA
    Fitts, JW
    TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1999, 33 (3-4) : 237 - 253
  • [5] Validation of left-turn delay at two-way stop-controlled intersections
    Simpson, SA
    Matthias, JS
    TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY 2000: HIGHWAY OPERATIONS, CAPACITY, AND TRAFFIC CONTROL, 2000, (1710): : 181 - 188
  • [6] Determination of capacity at two-way stop-controlled urban intersections
    Li, Haiyuan
    Deng, Wei
    2007 IEEE INTERNATIONAL CONFERENCE ON AUTOMATION AND LOGISTICS, VOLS 1-6, 2007, : 498 - +
  • [7] Safety performance of two-way stop-controlled expressway intersections
    Maze, TH
    Burchett, G
    Welch, TM
    Hawkins, NR
    ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 2006, 76 (01): : 28 - 32
  • [8] Driver Performance at Two-Way Stop-Controlled Intersections on Divided Highways
    Bao, Shan
    Boyle, Linda Ng
    TRANSPORTATION RESEARCH RECORD, 2008, (2069) : 26 - 32
  • [9] Crash Risk Factors at Rural Two-Way Stop-Controlled Intersections
    Sun, Ming
    Sun, Xiaoduan
    Akter, Mousumy
    Rahman, M. Ashifur
    INTERNATIONAL CONFERENCE ON TRANSPORTATION AND DEVELOPMENT 2020: TRANSPORTATION SAFETY, 2020, : 60 - 70
  • [10] Effects of Pedestrian Crossing on Minor Road Capacity at Two-Way Stop-Controlled Intersections
    Yue, Rui
    Yang, Guangchuan
    Zheng, Yichen
    Tian, Zong
    TRANSPORTATION RESEARCH RECORD, 2021, 2675 (09) : 472 - 482