全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

渠化可变导向车道交叉口预设信号配时优化模型

, PP. 75-81

Keywords: 交通运输系统工程,可变导向车道,预设信号,信号配时,优化模型

Full-Text   Cite this paper   Add to My Lib

Abstract:

为了充分利用渠化可变导向车道交叉口的时空资源,建立了以交叉口车辆总延误最小为优化目标、以可变导向车道功能和相位有效绿灯时间为决策变量的预设信号配时优化模型。使用交通仿真软件VISSIM对本文模型进行了模拟验证。结果表明,可变导向车道功能和相位有效绿灯时间存在最佳组合,这种组合能使各股车流的车均延误最小、各进口道的平均排队长度和最大排队长度最短。为了进一步考虑多时段信号控制问题,提出了渠化可变导向车道交叉口多时段预设信号配时设计流程。研究成果能够合理地设定信号交叉口任一时段可变导向车道功能与信号配时方案,可以有效地提高交通流运行效率,为可变导向车道控制提供理论依据与方法。

References

[1]  Wolshon B, Lambert L. Reversible lane systems: synthesis of practice[J]. Journal of Transportation Engineering, 2006, 132(12): 933-944.
[2]  Liu Ying-shun, Wang Xue-hui, Liang Xian-deng. Conversion mechanism of reversible lane system under urban tidal flow condition[C]∥Proceedings of the 11th International Conference of Chinese Transportation Professionals, Nanjing, China, 2011: 1030-1041.
[3]  Golub A. Perceived costs and benefits of reversible lanes in Phoenix, Arizona[J]. ITE Journal - Institute of Transportation Engineers, 2012, 82(2): 38-42.
[4]  张好智, 高自友. 可变车道的道路交通网络设计优化方法[J]. 中国管理科学, 2007, 15(2): 86-91.Zhang Hao-zhi, Gao Zi-you. Optimization approach for traffic road network design problem[J]. Chinese Journal of Management Science, 2007, 15(2): 86-91.
[5]  张鹏, 李文权, 常玉林. 可变车道的城市路网备用容量模型[J]. 西南交通大学学报, 2010, 45(2): 255-260.Zhang Peng, Li Wen-quan, Chang Yu-lin. Reserve capacity model for urban road network with variable lanes[J]. Journal of Southwest Jiaotong University, 2010, 45(2): 255-260.
[6]  曾滢, 杨晓光, 马莹莹. 交叉口动态车道功能与信号控制协同问题研究[J]. 同济大学学报:自然科学版, 2009, 37(7): 903-908.Zeng Ying, Yang Xiao-guang, Ma Ying-ying. Study on synergy problem of dynamic lane-use assignment and signal control at intersections[J]. Journal of Tongji University (Natural Science), 2009, 37(7): 903-908.
[7]  李丽丽, 曲昭伟, 王殿海. 可变车道诱导方法研究[J]. 交通与计算机, 2008, 26(5): 53-56.Li Li-li, Qu Zhao-wei, Wang Dian-hai. Guidance method of the variable lane[J]. Computer and Communications, 2008, 26(5): 53-56.
[8]  李丽丽, 曲昭伟, 陈永恒, 等. 可变车道的控制方法[J]. 吉林大学学报:工学版, 2009, 39(增刊1): 98-103.Li Li-li, Qu Zhao-wei, Chen Yong-heng, et al. Control strategy of variable lane[J]. Journal of Jilin University (Engineering and Technology Edition), 2009, 39(Sup.1): 98-103.
[9]  蒋应红, 保丽霞. 单双向交通组织衔接交叉口段的可变车道利用[J]. 上海交通大学学报, 2011, 45(10): 1562-1566.Jiang Ying-hong, Bao Li-xia. Study on setting of variable lanes near intersection between one-way and two-way traffic[J]. Journal of Shanghai Jiaotong University, 2011, 45(10): 1562-1566.
[10]  傅立骏, 郭海锋, 董红召. 基于动态交通流量的可变车道自适应控制方法[J]. 科技通报, 2011, 27(6): 899-903.Fu Li-jun, Guo Hai-feng, Dong Hong-zhao. An adaptive control method of variable lane based on dynamic traffic flow[J]. Bulletin of Science and Technology, 2011, 27(6): 899-903.
[11]  周立平, 董红利. 信号交叉口转向可变车道长度研究[J]. 交通信息与安全, 2009, 27(2): 56-62.Zhou Li-ping, Dong Hong-li. Length of signal intersection turn variable lane[J]. Journal of Transportation Information and Safety, 2009, 27(2): 56-62.
[12]  Transportation Research Board (TRB). Highway Capacity Manual 2000[M]. Transportation Research Board: Washington, DC, 2001.
[13]  Yao Rong-han. Sensitivity analysis of optimization models for isolated intersections with short left-turn lanes on approaches[J]. Journal of Advanced Transportation, 2013, 47(1): 28-42.
[14]  吴兵, 李晔. 交通管理与控制[M]. 4版.北京:人民交通出版社, 2009.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133