吉林大学学报(工学版) ›› 2011, Vol. 41 ›› Issue (增刊1): 66-71.

• 论文 • 上一篇    下一篇

单位进出口路段信号控制方法

孙迪1, 陈永恒1, 王殿海2, 路婷1   

  1. 1. 吉林大学交通学院, 长春 130022;
    2. 浙江大学建筑工程学院, 杭州 310058
  • 收稿日期:2010-10-28 出版日期:2011-09-01 发布日期:2011-09-01
  • 通讯作者: 陈永恒(1978 ),男,讲师.博士.研究方向:交通控制与交通流理论.E-mail:cyhjlu@yahoo.com. E-mail:cyhjlu@yahoo.com
  • 作者简介:孙迪(1985 ),女,博士研究生.研究方向:交通组织与交通控制.E-mail:sundi09@mails.jlu.edu.cn.
  • 基金资助:

    “十一五”国家科技支撑计划重点项目(2006BAJ18B07);吉林大学基本科研业务费项目(200903207)

Signal control method of road section with exit

SUN Di1, CHEN Yong-heng1, WANG Dian-hai2, LU Ting1   

  1. 1. College of Transportation, Jilin University, Changchun 130022, China;
    2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
  • Received:2010-10-28 Online:2011-09-01 Published:2011-09-01

摘要:

分析了单位进出口停驶左转车对直行车通行效率的影响,利用概率论及交通流理论建立不同信号控制方案下的路段车均延误模型,通过理论分析,对比改进前后两方案路段车道车均延误,得到不同机动车流量下的最优控制方案。最后,对提出的方案进行仿真试验,结果与理论分析相吻合,证明了提出方案的合理性。研究成果可为单位进出口路段的信号控制提供理论依据。

关键词: 交通运输系统工程, 信号控制, 单位进出口路段, 左转机动车

Abstract:

The influence of staying left turns from exit on traffic efficiency of road section was analyzed.Probability theory and traffic flow theory were used to establish an average delay per vehicle model under different signal control methods.Through the theoretical analysis,the optimal control scheme was obtained by comparing the average vehicle delay of two kinds of signal control methods.A simulation test was carried on for the proposed scheme,which showed that the result was in accordance with the theoretical analysis,and the research results could provide theoretical evidence for signal control of road section with exit.

Key words: engineering of communications and transportation system, traffic control, road section with exit, left turns

中图分类号: 

  • U491


[1] 王殿海,马东方,陈永恒。主支路交叉口设置信号的临界流量
[J].西南交通大学学报,2009,44(5):759-763. Wang Dian-hai,Ma Dong-fang,Chen Yong-heng.C ritical traffic volume of traffic signal warrant atm ajor-minor intersections
[J].Journal of SouthwestJ iaotong University,2009,44(5):759-763.

[2] Federal Highway Administrator.FED MUTCD2 000-2001Manual on Uniform Traffic Control Devices
[S].US:Department of Transportation,2000.

[3] Radwan E.Safety criteria for protective and/or permissive left turn phasing
[D].Center for AdvancedT ransportation Systems Simulation,University ofC entral Florida,Orlando,Florida,1996.

[4] Kim Do-Gyeong,Simon Washington.The significance of endogeneity problems in crash models:Ane xamination of left-turn lanes in intersection crashm odels
[J].Accident Analysis and Prevention,2006: 1094-1100.

[5] James A Bonnesona,Joel W Fitts.Delay to ma-jorstreet through vehicles at two-way stop-controlled intersections
[J].Transportation Research Part A,1999:237-253.

[6] 庄焰,曾文佳。信号交叉口延误计算模型研究
[J].深圳大学学报:理工版,2006,23(4):309-313. Zhuang Yan,Zeng Wen-jia.Study of traffic delay model at signalized intersectio
[J].Journal of Shenzhen University and Engineering,2006,23(4):309-313.

[7] 王京元,庄焰。无信号交叉口左转车道设置准则研

[J].深圳大学学报:理工版,2007,24(2):188-193.Wang Jing-yuan,Zhuang Yan.Study on left-turnl ane warrants for unsignalized intersections
[J].Journal of Shenzhen University and Engineering,2007, 24(2):188-193.

[8] 杨晓光。直行优先信号控制交叉口左转交通流延误 模型
[J].同济大学学报,1998,26(3):284-289.Y ang Xiao-guang.Traffic delay model of left-turn flow on signalized Intersection with straight-goingp riority
[J].Journal of Tongji University,1998,26 (3):284-289.

[9] 杨晓光,杨佩昆。信号灯控制交叉口停车线车辆延误模拟算法
[J].同济大学学报,1993,21(1):67-73.Y ang Xiao-guang,Yang Pei-kun.Simulative modelson signalized intersection stop-line delay
[J].Journal of Tongji University,1993,21(1):67-73.

[10] 李丽丽。信号交叉口左转交通流组织中的临界问题研究
[D].长春:吉林大学交通学院,2009.Li li-li.Reserrch on the critical question of left-turn traffic organization at signalized intersection
[D].Changchun:College of Transportation,Jilin University,2009.

[11] 王殿海。交通流理论
[M].北京:人民交通出版社, 2002.

[12] 白立琼。有信号交叉口左转交通流的组织方法研究
[D].北京交通大学交通运输学院,2006.Bai Li-qiong.On left-turn organizations at signalized in tersections.Beijing:College of Traffic and Transportation,Beijing Jiaotong University,2006.

[13] 孙迪,王殿海,马东方。支路路段行人信号设置临界流量确定方法
[J].吉林大学学报:工学版,2010(增刊1):152-157. Sun Di,Wang Dian-hai,Ma Dong-fang.Critical volume of signal setting for pedestrian signal under branch road section
[J].Journal of Jilin University( Engineering and Technology Edition),2010(Sup. 1):152-157.

[14] 饭田恭敬。交通工程学
[M].邵春福,杨海,史其信译。北京:人民交通出版社,1994.

[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] 徐洪峰, 高霜霜, 郑启明, 章琨. 信号控制交叉口的复合动态车道管理方法[J]. 吉林大学学报(工学版), 2018, 48(2): 430-439.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!