Modelling Blockage Probability and Capacity of Shared Lanes at Signalized Intersections

被引:16
|
作者
Wu, Ning [1 ]
机构
[1] Ruhr Univ Bochum, Inst Traff Engn, D-44780 Bochum, Germany
关键词
capacity analysis; signalised intersection; permitted left-turn; lane blockage;
D O I
10.1016/j.sbspro.2011.04.469
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
At signalized intersections, turning vehicles often use the same shared lane together with the through traffic. Since a permitted left-turn movement has to give way to the opposing through movement, it has to wait if necessary and thus impedes the through movement in the same direction. In the real-world, if the left-turn movement is permitted controlled, the through movement at the same approach can be totally blocked by waiting left-turning vehicles during the green time. Thus, the green time for the shared lane cannot be efficiently utilised and the lane capacity under consideration cannot be fully received. In this paper, a mathematical model is presented for an exact calculation of the blockage probability caused by permitted turning vehicles and for the estimation of the capacity of single-shared lanes at signalized intersections. According to the probability and combinatory theory, a mathematically exact model is developed. The proposed model can be applied to shared lanes either with left-turn or with right-turn movement. Respectively, by extending the model, also the capacity for the Right-Turn-On-Right situation can be exactly calculated. Furthermore, in this paper, the model is generalized to turning movements with so-called sneakers within the intersection. The generalized extension provides a more realistic solution for real-world intersections where, in a normal case, there are several places downstream of the stop-line for turning vehicles. The mathematical formulation for the generalization is more complicated. For applications in the practice, monographs are produced for estimating the shared lane capacity under different traffic conditions. In addition, a set of approximation functions are recommended based on the mathematically exact results. Those approximation functions can be more easily used than the exact formulations. The new model is verified by extensive simulation studies. The results of the proposed model fill out a gap in the current procedures of capacity estimations at signalized intersections. Some of the results of the model will be incorporated in the new version of German Highway Capacity Manual. (C) 2011 Published by Elsevier Ltd.
引用
收藏
页数:11
相关论文
共 50 条
  • [41] MODELING PROBABILITY-DISTRIBUTION OF DELAY AT SIGNALIZED INTERSECTIONS
    OLSZEWSKI, PS
    JOURNAL OF ADVANCED TRANSPORTATION, 1994, 28 (03) : 253 - 274
  • [42] Research on the Setting and Control Method of Centrosymmetric Short Straight Lanes for Signalized Intersections
    Zhang, Peng
    Fang, Xiaofeng
    Sun, Chao
    Li, Wenquan
    TRANSPORTATION RESEARCH RECORD, 2024, 2678 (09) : 119 - 135
  • [43] MODELING OF EFFECTIVE PARAMETERS FOR CAPACITY PREDICTION AT SIGNALIZED INTERSECTION LANES
    Aydin, Metin Mutlu
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2022, 17 (04): : 35 - 62
  • [44] A capacity model of signalized intersection with dedicated lanes for automated vehicles
    Jiang, Yangsheng
    Ma, Yuqin
    Xiao, Guosheng
    Wu, Yunxia
    Ran, Bin
    Yao, Zhihong
    TRANSPORTATION LETTERS-THE INTERNATIONAL JOURNAL OF TRANSPORTATION RESEARCH, 2024, 16 (07): : 725 - 737
  • [45] Capacity and Delay Estimation at Signalized Intersections under Unsaturated Flow Condition Based on Cycle Overflow Probability
    Wu, Ning
    Giuliani, Stefan
    INTERNATIONAL SYMPOSIUM ON ENHANCING HIGHWAY PERFORMANCE (ISEHP), (7TH INTERNATIONAL SYMPOSIUM ON HIGHWAY CAPACITY AND QUALITY OF SERVICE, 3RD INTERNATIONAL SYMPOSIUM ON FREEWAY AND TOLLWAY OPERATIONS), 2016, 15 : 63 - 74
  • [46] Review and evaluation of methods for analyzing capacity at signalized intersections
    Virginia Transportation Research, Council, Charlottesville, United States
    Transp Res Rec, 1572 (160-166):
  • [47] HIGHLIGHTS OF THE CANADIAN CAPACITY GUIDE FOR SIGNALIZED INTERSECTIONS.
    Teply, S.
    Transportation Research Record, 1985, : 20 - 28
  • [48] Capacity Reliability of Signalized Intersections with Mixed Traffic Conditions
    陈晓明
    邵春福
    李妲
    董春娇
    Tsinghua Science and Technology, 2009, 14 (03) : 333 - 340
  • [50] THE HIGHWAY CAPACITY MANUAL DELAY FORMULA FOR SIGNALIZED INTERSECTIONS
    AKCELIK, R
    ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 1988, 58 (03): : 23 - 27