基于微观仿真的远引掉头选址规划方法

张宁; 陈恺; 高朝晖; 黄卫

基于微观仿真的远引掉头选址规划方法

1.
东南大学交通学院, 江苏南京 210096
2.
四川省交通厅公路规划勘察设计研究院, 四川成都 610041

基金项目:

国家自然科学基金项目 50422283

江苏省交通科学研究计划项目 05R26

详细信息

作者简介:
张宁(1972-), 男, 新疆伊宁人, 东南大学副教授, 工学博士, 从事道路与铁道工程、交通信息工程与控制研究

中图分类号: U491.12
计量
- 文章访问数: 255
- HTML全文浏览量: 77
- PDF下载量: 288
- 被引次数: 0
出版历程
- 收稿日期: 2007-08-12
- 刊出日期: 2008-02-25

Site planning method of u-turn followed by right-turn based on microsimulation

1.
School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China
2.
Institute of Highway Planning, Survey and Design, Department of Communications of Sichuan Province, Chengdu 610041, Sichuan, China

More Information

Author Bio:
Zhang Ning(1972-), male, PhD, associate professor, + 86-25-83793131, ningzhang-1972@yahoo.com.cn

摘要

摘要: 为了在保障行车安全的前提下, 提高远引掉头交通运行效率, 分析了远引掉头措施的适用条件, 定义了典型应用环境, 提出了借鉴国外相关规范以及结合临近路口配时设计的远引掉头选址规划优化方法, 并将规划方法放入典型应用环境中, 采用微观仿真软件进行评价。仿真结果表明: 两种选址规划方法下的远引掉头措施都优于直接左转, 其中规范法使平均延误减少了约3.8 s, 结合配时设计的方法使平均延误减少了约6.8 s。可见, 在遵循规范的基础上, 对临近路口配时进行优化, 既保证了行车安全性, 又能显著提高交通运行效率。
- 交通规划 /
- 远引掉头 /
- 微观仿真 /
- 选址规划 /
- 最小间距标准
Abstract: In order to improve the efficiency of u-turn followed by rlght-turn based on ensuring the running safety of vehicles, its application conditions were analyzed, its typical application environment was difined, and two theoretical planning methods were put forward based on referring to overseas correlative specification and intersectional signal timing design method respectively. In typical application environment, the methods were evaluated by using microsimulation software. Simulation result shows that compared with left-turn, the average delays of u-turn reduce by 3.8 and 6.8 s respectively. Obviously, optimizing intersectional signal timing based on referring to correlative specification can ensure traffic safety and improve traffic efficiency.
- traffic planning /
- u-turn followed by right-turn /
- microsimulation /
- site planning /
- minimum median opening spacing standard

HTML全文

图 1 典型应用环境

Figure 1. Typical application environment

下载: 全尺寸图片幻灯片

图 2 直接左转拓扑结构

Figure 2. Topology structure of direct left-turn

下载: 全尺寸图片幻灯片

图 3 远引掉头拓扑结构

Figure 3. Topology structure of u-turn followed by right-turn

下载: 全尺寸图片幻灯片

表 1 路口布局水平

Table 1. Levels of intersectional layout

表 2 最小间距

Table 2. Minimum spaces

表 3 相位差设计

Table 3. Design of phasic offsets

表 4 平均延误比较

Table 4. Comparison of average delays

参考文献(13)

[1]	徐珺, 邹智军, 杨锦冬. 中小城市道路平交交通设计[J]. 长安大学学报: 自然科学版, 2003, 23(4): 58-61. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304015.htm Xu Jun, Zou Zhi-jun, Yang Jin-dong. At-grade intersection design in medium or small urban[J]. Journal of Chang' an University: Natural Science Edition, 2003, 23(4): 58-61. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304015.htm
[2]	徐良杰, 王炜. 信号交叉口左转非机动车影响分析[J]. 中国公路学报, 2006, 19(1): 89-92. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200601018.htm Xu Liang-jie, Wang Wei. Analysis of influence of left-turn non-motors in signalized intersection[J]. China Journal of Highway and Transport, 2006, 19(1): 89-92. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200601018.htm
[3]	袁以武, 董立耘, 戴世强. 交叉口左转专用信号灯对车辆延误的影响[J]. 交通运输工程学报, 2002, 2(4): 80-85. doi: 10.3321/j.issn:1671-1637.2002.04.017 Yuan Yi-wu, Dong Li-yun, Dai Shi-qiang. Effect of left-turning traffic signal lights on vehicle motion delay at intersection[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 80-85. (in Chinese) doi: 10.3321/j.issn:1671-1637.2002.04.017
[4]	陈恺, 张宁, 黄卫. 平交路口远引掉头技术应用研究的思考[J]. 交通运输工程与信息学报, 2006, 4(4): 82-86. https://www.cnki.com.cn/Article/CJFDTOTAL-JTGC200604014.htm Chen Kai, Zhang Ning, Huang Wei. Considering of the application research of indirect left turn with u-turn at intersection[J]. Journal of Transportation Engineering and Information, 2006, 4(4): 82-86. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTGC200604014.htm
[5]	翟忠民. 道路交通组织优化[M]. 北京: 人民交通出版社, 2004.
[6]	张宁, 陈恺, 黄卫. 公路出入口管理策略研究综述[J]. 公路, 2006, 51(6): 28-33. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200606005.htm Zhang Ning, Chen Kai, Huang Wei. Summary of researches on access management of highway[J]. Highway, 2006, 51(6): 28-33. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200606005.htm
[7]	Yang Xiao-kuan. CORSIM-based simulation approach to evaluation of direct left turn vs. right turn plus u-turn from driveways[D]. Tampa: University of South Florida, 2001.
[8]	Zhang Ning, Qian Zhen-dong, Zhuo Xi, et al. Analysis of traffic features in vehicle access roads to large public buildings in the urban area[C]//SATC2007. Proceedings of the 26th Annual Southern African Transport Conference. Pretoria: Document Transformation Technologies CC, 2007: 785-793.
[9]	District Access Management Task Team. Median handbook (version 1.1)[R]. Tallahassee: Florida Department of Transportation, 2002.
[10]	Committee on Access Management. Access management manual[R]. Washington DC: Transportation Research Board, 2003.
[11]	Zhou Hua-guo. Optimal location of u-turn median openings on roadways[C]//Transportation Research Board. Transportation Research Board 82nd Annual Meeting(CD-ROM). Washington DC: Transportation Research Board, 2003: Paper No. 000902.
[12]	陈恺. 基于微观仿真的平交路口远引掉头研究[D]. 南京: 东南大学, 2007.
[13]	Chen Kai, Zhang Ning, Qian Zhen-dong. Median design analysis in the manner of u-turn followed by right-turn[C]//Southwest Jiaotong University. Proceedings of the First International Conference on Transportation Engineering, Reston: ASCE, 2007: 352-357.