吉林大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (4): 1088-1094.doi: 10.13229/j.cnki.jdxbgxb201504010

• • 上一篇    下一篇

多源数据条件下信号交叉口排队长度估算方法

王忠宇, 蔡青, 吴兵, 李林波   

  1. 同济大学 道路与交通工程教育部重点实验室,上海 201804
  • 收稿日期:2013-11-04 出版日期:2015-07-01 发布日期:2015-07-01
  • 通讯作者: 吴兵(1960-),男,教授,博士生导师.研究方向:交通系统分析与优化设计,交通拥挤管理与控制.E-mail:wubing@tongji.edu.cn
  • 作者简介:王忠宇(1983-),男,博士研究生.研究方向:交通规划与管理.E-mail:1983wangzy@tongji.edu.cn
  • 基金资助:
    国家自然科学基金重点项目(51138003)

Queue length estimation for signalized intersections based on multi-source data

WANG Zhong-yu, CAI Qing, WU Bing, LI Lin-bo   

  1. Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China
  • Received:2013-11-04 Online:2015-07-01 Published:2015-07-01

摘要: 为准确评价交通运行状况,以传统经典模型为基础,结合多源交通检测数据,提出了新的信号交叉口排队长度估算方法,并通过上海市中心城区交叉口实测数据进行了实证研究,对不同条件下该方法的准确度及有效性进行了分析。研究表明,本文提出的信号交叉口排队长度估算方法计算的结果较传统经典模型精确度更高,且具有较好的可操作性。

关键词: 交通运输系统工程, 信号交叉口, 排队长度, 多源数据, 实证验证

Abstract: In order to accurately evaluate the traffic condition, based on the classical model combined with multi-source traffic detection data, a new queue length estimation method for signalized intersections was proposed. The data measured in an intersection in downtown Shanghai were used to verify the proposed method. The accuracy and effectiveness of this method under different conditions were analyzed. Results show that the accuracy of proposed queue length estimation method for signalized intersection is higher than classical model, and it is workable.

Key words: transportation system engineering, signalized intersection, queue length, multi-source data, empirical validation

中图分类号: 

  • U491.26
[1] 李明利,秦菁. 交叉口排队的移动首尾模型及延误分析[J]. 长安大学学报:自然科学版,2009,29(5): 86-89. Li Ming-li, Qin Jing. Moving head and tail model of vehicles' queuing at intersection and its delay analysis[J]. Journal of Chang'an University (Natural Science Edition), 2009,29(5): 86-89.
[2] 代磊磊,姜桂艳,裴玉龙. 饱和信号交叉口排队长度预测[J]. 吉林大学学报:工学版,2008,38(6): 1287-1290. Dai Lei-lei, Jiang Gui-yan, Pei Yu-long. Prediction of queue length at saturate signalized intersection[J]. Journal of Jilin University (Engineering and Technology Edition), 2008,38(6): 1287-1290.
[3] 王殿海,景春光,曲昭伟. 交通波理论在交叉口交通流分析中的应用[J]. 中国公路学报,2002,15(1): 93-96. Wang Dian-hai, Jing Chun-guang, Qu Zhao-wei. Application of traffic-wave theory in intersections traffic flow analysis[J]. China Journal of Highway and Transport, 2002,15(1): 93-96.
[4] Daganzo C F. Queue spillovers in transportation networks with a route choice[J]. Transportation Science,1998, 32(1): 3-11.
[5] 祁宏生,王殿海. 信号控制交叉路口车辆排队长度[J]. 吉林大学学报:工学版,2009,39(6): 1457-1462. Qi Hong-sheng, Wang Dian-hai. Vehicle queue length at signal controlled intersection[J]. Journal of Jilin University (Engineering and Technology Edition), 2009,39(6): 1457-1462.
[6] 姚荣涵,王殿海,曲昭伟. 基于二流理论的拥挤交通流当量排队长度模型[J]. 东南大学学报:自然科学版,2007,37(3): 521-526. Yao Rong-han, Wang Dian-hai, Qu Zhao-wei. Equivalent queue length model for congested traffic stream based on two-fluid theory[J]. Journal of Southeast University (Natural Science Edition), 2007,37(3): 521-526.
[7] Tian Z, Kyte M. Queue length models for all-way stop-controlled intersections[J]. Transportation Research Record: Journal of the Transportation Research Board,2006, 1988(1): 63-66.
[8] 荣建,何民,陈春妹. 信号交叉口排队长度动态计算方法研究[J]. 中国公路学报,2002,15(3): 101-107. Rong Jian, He Min, Chen Chun-mei. Dynamic model of calculating queue length at signalized intersection[J]. China Journal of Highway and Transport,2002,15(3): 101-107.
[9] 贺晓锋,杨玉珍,陈阳舟. 基于视频图像处理的车辆排队长度检测[J]. 交通与计算机,2006, 24(5): 43-46. He Xiao-feng, Yang Yu-zhen, Chen Yang-zhou. Vehicle queue length detection based on video image processing[J]. Computer and Communications, 2006, 24(5): 43-46.
[10] Skabardonis A, Geroliminis N. Real-time monitoring and control on signalized arterials[J]. Journal of Intelligent Transportation Systems,2008, 12(2): 64-74.
[11] Comert G, Cetin M. Queue length estimation from probe vehicle location and the impacts of sample size[J]. European Journal of Operational Research,2009, 197(1): 196-202.
[12] Ban X, Hao P, Sun Z. Real time queue length estimation for signalized intersections using travel times from mobile sensors[J]. Transportation Research Part C: Emerging Technologies, 2011, 19(6): 1133-1156.
[13] Transportation Research Board. Highway Capacity Manual 2000[M]. Washington D C:National Research Council, 2000.
[14] Hightower J, Borriello G. Location systems for ubiquitous computing[J]. Computer,2001, 34(8): 57-66.
[1] 陈永恒,刘芳宏,曹宁博. 信控交叉口行人与提前右转机动车冲突影响因素[J]. 吉林大学学报(工学版), 2018, 48(6): 1669-1676.
[2] 常山,宋瑞,何世伟,黎浩东,殷玮川. 共享单车故障车辆回收模型[J]. 吉林大学学报(工学版), 2018, 48(6): 1677-1684.
[3] 曲大义,杨晶茹,邴其春,王五林,周警春. 基于干线车流排队特性的相位差优化模型[J]. 吉林大学学报(工学版), 2018, 48(6): 1685-1693.
[4] 宗芳, 齐厚成, 唐明, 吕建宇, 于萍. 基于GPS数据的日出行模式-出行目的识别[J]. 吉林大学学报(工学版), 2018, 48(5): 1374-1379.
[5] 刘翔宇, 杨庆芳, 隗海林. 基于随机游走算法的交通诱导小区划分方法[J]. 吉林大学学报(工学版), 2018, 48(5): 1380-1386.
[6] 钟伟, 隽志才, 孙宝凤. 不完全网络的城乡公交一体化枢纽层级选址模型[J]. 吉林大学学报(工学版), 2018, 48(5): 1387-1397.
[7] 刘兆惠, 王超, 吕文红, 管欣. 基于非线性动力学分析的车辆运行状态参数数据特征辨识[J]. 吉林大学学报(工学版), 2018, 48(5): 1405-1410.
[8] 宗芳, 路峰瑞, 唐明, 吕建宇, 吴挺. 习惯和路况对小汽车出行路径选择的影响[J]. 吉林大学学报(工学版), 2018, 48(4): 1023-1028.
[9] 栾鑫, 邓卫, 程琳, 陈新元. 特大城市居民出行方式选择行为的混合Logit模型[J]. 吉林大学学报(工学版), 2018, 48(4): 1029-1036.
[10] 陈永恒, 刘鑫山, 熊帅, 汪昆维, 谌垚, 杨少辉. 冰雪条件下快速路汇流区可变限速控制[J]. 吉林大学学报(工学版), 2018, 48(3): 677-687.
[11] 王占中, 卢月, 刘晓峰, 赵利英. 基于改进和声搜索算法的越库车辆排序[J]. 吉林大学学报(工学版), 2018, 48(3): 688-693.
[12] 李志慧, 胡永利, 赵永华, 马佳磊, 李海涛, 钟涛, 杨少辉. 基于车载的运动行人区域估计方法[J]. 吉林大学学报(工学版), 2018, 48(3): 694-703.
[13] 陈松, 李显生, 任园园. 公交车钩形转弯交叉口自适应信号控制方法[J]. 吉林大学学报(工学版), 2018, 48(2): 423-429.
[14] 苏书杰, 何露. 步行交通规划交叉路口行人瞬时动态拥塞疏散模型[J]. 吉林大学学报(工学版), 2018, 48(2): 440-447.
[15] 孟品超, 李学源, 贾洪飞, 李延忠. 基于滑动平均法的轨道交通短时客流实时预测[J]. 吉林大学学报(工学版), 2018, 48(2): 448-453.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!