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浙江大学学报(工学版)
浙江大学学报(工学版)  2020, Vol. 54 Issue (4): 796-803    DOI: 10.3785/j.issn.1008-973X.2020.04.019
土木工程、交通工程     
考虑路口上游停靠站影响的公交延误模型
朱文韬1(),钱国敏1,马东方2,王殿海1,*()
1. 浙江大学 建筑工程学院，浙江 杭州 310058
2. 浙江大学 海洋学院，浙江 杭州 310058
Bus delay model considering influence of stop at upstream of intersection
Wen-tao ZHU1(),Guo-min QIAN1,Dong-fang MA2,Dian-hai WANG1,*()
1. School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
2. Ocean College, Zhejiang University, Hangzhou 310058, China
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摘要：

针对路口上游停靠站影响下的公交延误分析问题，考虑路口上游停靠站位置、信号配时、停靠时间、输入流量等因素，将建模场景按照是否设置公交专用道以及停靠站位置是否大于路口最远排队点分成3类，基于交通波理论对各场景分别建立停靠站影响下的公交延误模型. 通过数值模拟，对所建模型进行分析测算. 结果表明，BL场景下的期望公交延误仅与周期和绿信比有关；NBL1场景下的延误随着流量、周期、红灯时长的增大而增大，且与公交停靠时长无关，NBL2场景下的延误随着站点距离的增加呈现先减小后增大的趋势；在相同条件下，随着流量的增加，NBL1下的期望公交延误最大.
关键词： 公交延误;  停靠站;  最远排队点;  公交专用道;  交通波    
Abstract:

The bus delay under the influence of upstream stop at intersection was analyzed. The modeling scenario was divided into three categories according to whether the system set the bus lane and the bus station position was father than the farthest queue point of the intersection by analyzing the location of the stop upstream at the intersection, the signal timing, the stop time, the input flow and other factors. The bus delay model under the influence of the stop was established based on the traffic wave theory. All models were analyzed and calculated by the numerical simulation. Results show that the expected bus delay is only related to the cycle and the green signal ratio in the BL scenario. In the NBL1 scenario, the expected bus delay increases with the increase of traffic flow, cycle and red light duration, and has nothing to do with the bus stop time. In the NBL2 scenario, the expected bus delay first decreases and then increases as the distance of the station increases. The expected bus delay under NBL1 is the largest with the increase of traffic flow under the same conditions.
Key words: bus delay    bus stop    farthest queuing point    bus lane    traffic wave
收稿日期: 2019-03-29 出版日期: 2020-04-05
CLC:  U 491  
基金资助: 教育部人文社科基金资助项目（17YJCZH124）
通讯作者: 王殿海     E-mail: 11212058@zju.edu.cn;wangdianhai@zju.edu.cn
作者简介: 朱文韬（1990—），男，博士生，从事交通规划研究. orcid.org/0000-0002-0022-7294. E-mail： 11212058@zju.edu.cn
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引用本文:

朱文韬,钱国敏,马东方,王殿海. 考虑路口上游停靠站影响的公交延误模型[J]. 浙江大学学报(工学版), 2020, 54(4): 796-803.

Wen-tao ZHU,Guo-min QIAN,Dong-fang MA,Dian-hai WANG. Bus delay model considering influence of stop at upstream of intersection. Journal of ZheJiang University (Engineering Science), 2020, 54(4): 796-803.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2020.04.019    或    http://www.zjujournals.com/eng/CN/Y2020/V54/I4/796

图 1  交通波传播示意图
图 2  BL场景下的交叉口车辆运行时空图
图 3  NBL1场景下的交叉口车辆运行时空图
图 4  NBL2场景下的交叉口车辆运行时空图
图 5  当 ${d_{\rm{A}}} \leqslant {d_{\rm{s}}} < {d_{\rm{M}}}$时情景1）的公交运行轨迹图
图 6  当 ${d_{\rm{A}}} \leqslant {d_{\rm{s}}} < {d_{\rm{M}}}$时情景2）的公交运行轨迹图
图 7  当 ${d_{\rm{A}}} \leqslant {d_{\rm{s}}} < {d_{\rm{M}}}$时情景3）的公交运行轨迹图
图 8  当 ${d_{\rm{A}}} \leqslant {d_{\rm{s}}} < {d_{\rm{M}}}$时情景4）的公交运行轨迹图
图 9  当 ${d_{\rm{M}}} \leqslant {d_{\rm{s}}} < {d_{\rm{N}}}$时不同情景下的公交运行轨迹图
图 10  当 ${d_{\rm{N}}} \leqslant {d_{\rm{s}}} < {d_{\rm{C}}}$时不同情景下的公交运行轨迹图
图 11  BL场景下C-λ-D关系图
图 12  NBL1场景下公交延误分析
图 13  NBL2场景下公交延误分析
图 14  3种场景下的输入流量-延误影响
1 LITMAN T Valuing transit service quality improvements[J]. Journal of Public Transportation, 2008, 11 (2): 43- 63
doi: 10.5038/2375-0901.11.2.3
2 ALONSO B, MOURA J L, IBEAS A, et al Analytical model for calibrating delay at congested bus stops[J]. Transportation Planning and Technology, 2013, 36 (6): 520- 528
doi: 10.1080/03081060.2013.830893
3 杨晓光, 徐辉, 高欣, 等 单车道港湾式公交停靠站设置条件研究[J]. 公路交通科技, 2010, 27 (12): 122- 127
YANG Xiao-guang, XU Hui, GAO Xin, et al Study of setting conditions of bus bay stop of single lane[J]. Journal of Highway and Transportation Research and Development, 2010, 27 (12): 122- 127
doi: 10.3969/j.issn.1002-0268.2010.12.022
4 武钧, 霍月英 可超车条件下公交车站点延误估算模型研究[J]. 武汉理工大学学报: 交通科学与工程版, 2014, 38 (3): 534- 538
WU Jun, HUO Yue-ying Modelling bus delay at bus stop under bus overtaking maneuvers permitted[J]. Journal of Wuhan University of Technology: Transportation Science and Engineering, 2014, 38 (3): 534- 538
5 GU W, CASSIDY M J, GAYAH V V, et al Mitigating negative impacts of near-side bus stops on cars[J]. Transportation Research Part B: Methodological, 2013, 47: 42- 56
doi: 10.1016/j.trb.2012.09.005
6 GU W, GAYAH V V, CASSIDY M J, et al On the impacts of bus stops near signalized intersections: models of car and bus delays[J]. Transportation Research Part B: Methodological, 2014, 68: 123- 140
doi: 10.1016/j.trb.2014.06.001
7 GE H W Traffic delay at signal-controlled intersection with bus stop upstream[J]. Journal of Southeast University: Natural Science Edition, 2006, 36 (6): 1019- 1023
8 葛宏伟, 王炜, 陈学武 信号交叉口上游公交站点实际停靠延误模型[J]. 哈尔滨工业大学学报, 2008, 40 (12): 2062- 2067
GE Hong-wei, WANG Wei, CHEN Xue-wu Bus stopping delays at signal controlled intersection with bus stops upstream[J]. Journal of Harbin Institute of Technology, 2008, 40 (12): 2062- 2067
doi: 10.3321/j.issn:0367-6234.2008.12.045
9 孙锋, 王殿海, 马东方 直线型公交停靠站通行能力计算方法[J]. 西南交通大学学报, 2013, 48 (3): 546- 552
SUN Feng, WANG Dian-hai, MA Dong-fang Method for computing on-line bus stop capacity[J]. Journal of Southwest Jiaotong University, 2013, 48 (3): 546- 552
doi: 10.3969/j.issn.0258-2724.2013.03.024
10 孙锋, 金茂菁, 王殿海, 等 公交站点对路段通行能力的影响研究[J]. 北京理工大学学报, 2013, 33 (12): 1284- 1288
SUN Feng, JIN Mao-jing, WANG Dian-hai, et al Study of the effect of the bus stop on roadway link capacity[J]. Journal of Beijing Institute of Technology, 2013, 33 (12): 1284- 1288
doi: 10.3969/j.issn.1001-0645.2013.12.015
11 孙锋, 王殿海, 马东方, 等 港湾式公交停靠站通行能力计算方法[J]. 东南大学学报: 英文版, 2012, 28 (4): 485- 489
SUN Feng, WANG Dian-hai, MA Dong-fang, et al Method for calculating the capacity of bus bay[J]. Journal of Southeast University: English Edition, 2012, 28 (4): 485- 489
12 郑锐, 李锐, 薛鑫, 等 上游停靠站公交溢出影响下交叉口公交优先配时优化[J]. 大连交通大学学报, 2018, 39 (2): 1- 7
ZHENG Rui, LI Rui, XUE Xin, et al Study on the method of bus priority signal timing at intersections under the influence of bus overflowing[J]. Journal of Dalian Jiaotong University, 2018, 39 (2): 1- 7
13 ZHAO X, GAO Z, JIA B The capacity drop caused by the combined effect of the intersection and the bus stop in a CA model[J]. Physica A: Statistical Mechanics and its Applications, 2007, 385 (2): 645- 658
doi: 10.1016/j.physa.2007.07.040
14 ZHAO X, GAO Z, LI K The capacity of two neighbour intersections considering the influence of the bus stop[J]. Physica A: Statistical Mechanics and its Applications, 2008, 387 (18): 4649- 4656
doi: 10.1016/j.physa.2008.03.011
15 贾斌, 李新刚, 姜锐, 等 公交车站对交通流影响模拟分析[J]. 物理学报, 2009, 58 (10): 6845- 6851
JIA Bin, LI Xin-gang, JIANG Rui, et al The influence of bus stop on the dynamics of traffic flow[J]. Acta Physica Sinica, 2009, 58 (10): 6845- 6851
doi: 10.3321/j.issn:1000-3290.2009.10.030
16 孙祥龙, 冯树民 基于VISSIM仿真的公交停靠时间对交叉口延误影响研究[J]. 重庆交通大学学报: 自然科学版, 2019, 38 (5): 97- 101
SUN Xiang-long, FENG Shu-min Study on the influence of bus dwell time on intersection delay based on VISSIM simulation[J]. Journal of Chongqing Jiaotong University: Natural Science, 2019, 38 (5): 97- 101
17 NGUYEN-PHUOC D Q, GRAHAM C, CHRIS D G, et al Modelling the net traffic congestion impact of bus operations in Melbourne[J]. Transportation Research Part A: Policy and Practice, 2018, 117: 1- 12
doi: 10.1016/j.tra.2018.08.005
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