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浙江大学学报(工学版)
浙江大学学报(工学版)  2018, Vol. 52 Issue (2): 341-351    DOI: 10.3785/j.issn.1008-973X.2018.02.017
土木与交通工程     
信号交叉口右转机动车轨迹特性
曲昭伟, 罗瑞琪, 陈永恒, 曹宁博, 邓晓磊, 汪昆维
吉林大学 交通学院, 吉林 长春 130022
Characteristics of right-turning vehicle trajectories at signalized intersection
QU Zhao-wei, LUO Rui-qi, CHEN Yong-heng, CAO Ning-bo, DENG Xiao-lei, WANG Kun-wei
College of Transportation, Ji Lin University, Chang Chun, 130022, China
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摘要：

针对信号交叉口右转车辆与非机动车冲突问题，提出右转机动车轨迹特性分析方法.对比有无干扰条件下右转车辆轨迹穿越位置分布，分析无干扰情况下轨迹的影响因素，建立轨迹模型，对模型参数进行验证.对右转机动车受同向直行非机动车干扰和受侧向直行非机动车干扰这2种情况的轨迹穿越位置进行聚类，建立有干扰条件下右转车辆平均轨迹模型.结果表明，无干扰轨迹模型与其它模型相比拟合效果要好，平均预测误差在5%以内，满足精度要求；有干扰条件轨迹模型的最大平均相对误差为7.31%.
Abstract:

The trajectory characteristic analysis method of right turning vehicles was proposed for the conflict problem of right turning vehicle and bicycles. Trajectory density distributions at intersections with or without interference were compared. Factors affecting trajectories without interference were analyzed. The trajectory model was established and the model parameters were calibrated. Right turning vehicle with same direction straight bicycles inference and side direction straight bicycles interference trajectory position were analyzed by using clustering in order to establish average trajectory model with inference. Results show that the model without interference is better. The prediction error of the model without interference is within 5%, which meets the accuracy requirement. The prediction max error of the model with interference is 7.31%.
收稿日期: 2016-12-20 出版日期: 2018-03-09
CLC:  U491.1  
基金资助:

国家自然科学基金资助项目（51278220，51278520；吉林省科技发展计划重点资助项目（20130206093SF）.
通讯作者: 陈永恒,男,副教授.orcid.org/0000-0002-2598-1373.     E-mail: cyh@jlu.edu.cn
作者简介: 曲昭伟(1962-),男,教授,从事交通控制等研究.orcid.org/0000-0002-8819-6778.E-mail:quzw@jlu.edu.cn
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引用本文:

曲昭伟, 罗瑞琪, 陈永恒, 曹宁博, 邓晓磊, 汪昆维. 信号交叉口右转机动车轨迹特性[J]. 浙江大学学报(工学版), 2018, 52(2): 341-351.

QU Zhao-wei, LUO Rui-qi, CHEN Yong-heng, CAO Ning-bo, DENG Xiao-lei, WANG Kun-wei. Characteristics of right-turning vehicle trajectories at signalized intersection. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2018, 52(2): 341-351.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2018.02.017    或    http://www.zjujournals.com/eng/CN/Y2018/V52/I2/341

[1] STOVER V G. Issues relating to the geometric design of intersections[C]//Proceedings of the 8th International Conference in ACCESS Management. Baltimore.MD, USA:[s.n.]. 2008.
[2] ALHAJYASEEN W K M, ASANO M, NAKAMURA H, et al. Stochastic approach for modeling the effects of intersection geometry on turning vehicle paths[J]. Transportation Research Part C:Emerging Technologies, 2013, 32:179-192.
[3] DECABOOTER P H., SOLBERG C E. Designated highway system truck operation study, "geometric considerations"[C]//Proceedings of the 67th Annual Meeting of the Transportation Research Board. Washington D C, USA:[s.n.]. 1988.
[4] REED M P. Intersection kinematics:a pilot study of driver turning behavior with application to pedestrian obscuration by A-pillars[R]. America, state of Michigan University of Michigan Transportation Research Institute, 2008.
[5] ASANO M, ALHAJYASEEN W K M, SUZUKI K, et al. Modeling variation in the trajectory of left-turning vehicles considering intersection Geometry[C]//Proceedings of the 90th Transportation Research Board Annual Meeting. Washington DC, USA:[s.n.]. 2011.
[6] 关宏志,陈艳艳,刘小明.基本路段机非混合交通流的解析模型[J]. 北京工业大学学报,2001,01:12-15. GUAN Hong-zhi, CHEN Yan-yan, LIU Xiao-ming. An analysis model for mixed traffic flow on street[J]. Journal of Beijing Polytechnic University, 2001.
[7] 景春光,曲大义,梁春岩. 两相位交叉口机非冲突对机动车饱和流率的影响研究[J]. 公路交通科技,2007,8:124-127. JING Chung-guang, QU Da-yi, LIANG Chun-yan. Research on effect of vehicle-bicycle conflict on vehicle saturation rate in two-phase intersection[J]. Journal of Highway & Transportation Research & Development, 2007,8:124-127.
[8] 陈晓明. 混合交通条件下城市道路信号交叉口通行能力理论研究[D].北京交通大学,2009. CHEN Xiao-ming. Theoretical research for capacity of signalized intersection on urban road network in mixed traffic condition[D]. Beijing:Beijing Jiaotong University, 2009.
[9] 王殿海,梁春岩,冯天军,等. 混合交通下右转机动车信号配时方法[J]. 哈尔滨工业大学学报,2009,41(10):251-254. WANG Dian-hai, LIANG Chun-yan, FENG Tian-jun, et al. Signal timing method of right-turn vehicles based on mixed traffic[J]. Journal of Harbin Institute of Technology, 2009, 41(10):251-254.
[10] 江晟,王殿海,曲昭伟,等. 交叉口机动车运动轨迹特征提取与标定[J]. 西南交通大学学报,2012,47(5):784-789. JIANG Sheng, WANG Dian-hai, QU Zhao-wei, et al. Extraction and calibration of trajectory characteristics of vehicles at intersections[J]. Journal of Southwest Jiaotong University, 2012, 47(5):784-789.
[11] 胡鲜朝. 信号交叉右转机非冲突机理研究及应用[D]. 北京:北京交通大学,2011. HU Xian-chao. Research on the theory and application of conflict between right-turning vehicles and bicycles at signalized intersection[D]. Beijing:Beijing Jiaotong University, 2011.
[12] RÄSÄNEN M, KOIVISTO I, SUMMALA H. Car driver and bicyclist behavior at bicycle crossings under different Priority Regulations[J]. Journal of Safety Research, 1999, 30(1):67-77.
[13] WOLFERMANN A, ALHAJYASEEN W K M, NAKAMURA H. Modeling speed profiles of turning vehicles at signalized intersections[C]//3rd International Conference on Road Safety and Simulation. Indianapolis:Transportation Research Board TRB, 2011.
[14] ROUSSEEUW P J. Silhouettes:A graphical aid to the interpretation and validation of cluster analysis[J]. Journal of Computational & Applied Mathematics, 1987, 20(20):53-65.
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