期刊文献+

非严格优先权下无左转专用相位直行车辆轨迹模型建立 被引量:1

Modeling on trajectories of through vehicles with an unprotected left-turn phase under non-strict priority
原文传递
导出
摘要 首先,通过大量实测数据对非严格优先权下有、无左转专用相位直行车辆轨迹在交叉口内3个断面的分布特性进行分析。然后,根据实际交通运行状况提出驾驶员避让对向左转车流的决策过程,并考虑交叉口几何尺寸、直行车辆进入交叉口时的初始速度、直行车辆与对向左转车辆横向安全距离等因素对轨迹的约束作用,建立了无左转专用相位下直行车辆的轨迹偏移模型。最后,通过实际数据验证了模型的有效性。研究成果有助于深入理解非严格优先权下无左转专用相位的直行车流运行机理,为交通流微观仿真提供理论基础。 A field survey is conducted to explore the distribution characteristics of through vehicles’trajectories with and without protected left-turn phase at three cross sections under non-strict priority.A driver’s decision process is presented to avoid opposing left-turning vehicles with respect to operational performance.Then the trajectory model of through vehicle with an unprotected left-turn phase is proposed considering three constraints:intersection geometry,velocity of a through vehicle when entering an intersection,and the minimum safe distance between a through vehicle and an opposing left-turning vehicle.At last,the model is validated by actually measured data.The study can provide a better understanding of crossing through maneuver with an unprotected left-turn phase under non-strict priority,and offer the theoretical basis for microscopic traffic simulation.
作者 白乔文 曲昭伟 陈永恒 熊帅 陶楚青 BAI Qiao-wen;QU Zhao-wei;CHEN Yong-heng;XIONG Shuai;TAO Chu-qing(College of Transportaon,Jilin University,Changchun 130022,China)
出处 《吉林大学学报(工学版)》 EI CAS CSCD 北大核心 2019年第3期673-679,共7页 Journal of Jilin University:Engineering and Technology Edition
基金 国家自然科学基金项目(51278220)
关键词 交通运输系统工程 轨迹模型 无左转专用相位 直行车辆 交通仿真 engineering of communications and transportation system trajectory model unprotected left-turn phase through vehicle traffic simulation
  • 相关文献

参考文献2

二级参考文献28

  • 1江晟,王殿海,赵莹莹,魏巍.基于复合算法的混合交通流前景提取[J].吉林大学学报(工学版),2011,41(S1):76-80. 被引量:2
  • 2杨涛,刘越,吕尤,王涌天.一种投影-摄像机交互系统中的全自动快速标定方法[J].系统仿真学报,2009,21(S1):51-53. 被引量:2
  • 3张玲,叶海炳,何伟.一种基于边缘信息的改进车辆检测方法[J].重庆大学学报(自然科学版),2004,27(11):56-58. 被引量:10
  • 4中国国家标准化管理委员会.GB14886-2006道路交通信号灯设置与安装规范[S].北京:中国标准出版社,2006.
  • 5Federal Highway Administrator.FED MUTCD 2000-2001 manual on uniform traffic control devices[R].Washington,DC,USA:Department of Transportation,2000.
  • 6Jr Hawkins H G.Guidelines for conducting traffic signal warrant analysis,Report 3991-2[R].Texas:College Station,Texas Transportation Institute,1998.
  • 7Bunker Jonathan,Troutbeck Rod.Prediction of minor stream delays at a limited priority freeway merge[J].Transportation Research Part B,2003,37(8):719-735.
  • 8Troutbeck R J,Kako Soichiro.Limited priority merge at unsignalized intersections[J].Transportation Research Part A,1999,33(3/4):291-304.
  • 9Brilon W,Koenig R,Troutback R J.Useful estimation procedures for critical gaps[J].Transportation Research Part A,1999,33(3/4):161-186.
  • 10Hagring O.Estimation of critical gaps in two major streams[J].Transportation Research Part B,2000,34(4):293-313.

共引文献11

同被引文献7

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部