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[1] Qu Zhaowei, Bai QiaowenChen Yongheng, Cao Ningbo, Xiong Shuai, et al. Optimal design of left-lane line extensions considering non-yieldingmaneuvers at the beginning of the permitted phase [J]. Journal of Southeast University (English Edition), 2018, 34 (1): 120-126. [doi:10.3969/j.issn.1003-7985.2018.01.017]
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Optimal design of left-lane line extensions considering non-yieldingmaneuvers at the beginning of the permitted phase()
考虑许可相位初期车辆抢行行为的左转导向线优化设计方法
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
34
Issue:
2018 1
Page:
120-126
Research Field:
Traffic and Transportation Engineering
Publishing date:
2018-03-20

Info

Title:
Optimal design of left-lane line extensions considering non-yieldingmaneuvers at the beginning of the permitted phase
考虑许可相位初期车辆抢行行为的左转导向线优化设计方法
Author(s):
Qu Zhaowei Bai QiaowenChen Yongheng Cao Ningbo Xiong Shuai
College of Transportation, Jilin University, Changchun 130022, China
曲昭伟 白乔文 陈永恒 曹宁博 熊帅
吉林大学交通学院, 长春 130022
Keywords:
left-turning vehicle permitted phase non-yielding maneuver optimal design left-lane line extensions
左转车辆 许可相位 抢行行为 优化设计 左转导向线
PACS:
U491
DOI:
10.3969/j.issn.1003-7985.2018.01.017
Abstract:
In order to restrict non-yielding maneuvers of left-turning vehicles, an optimal design of left-lane line extensions is proposed to solve the problem. A field observation was conducted to collect a data set of left-turning vehicles at the beginning of a green phase at two similar intersections(one with a permitted phase and the other with a protected phase). The comparative analysis shows no significant difference in the speed distribution using either a permitted phase or a protected phase, but it reveals that a permitted phase can lead to a larger acceleration when the left-turn vehicles pass through the conflict points. Those indicate the existence of non-yielding maneuvers of left-turn vehicles at signalized intersections with a permitted phase. Optimal designed left-lane line extensions contain two types of segments, circular curves and transition curves, and they are only related to four geometry parameters of an intersection. The proposed method is easy to use and it can offer reference for intersection channelization and traffic organization.
为了约束许可相位下左转车辆的抢行行为, 提出了左转导向线的优化设计方法.对许可相位和保护相位绿灯初期的左转车辆进行数据采集和对比分析.结果表明:许可相位对绿灯初期左转车辆通过冲突点的速度影响有限, 但是会使左转车辆通过冲突点时的平均加速度增大.许可相位启亮初期存在左转车辆的抢行行为.优化设计的左转导向线由一段圆曲线和一段缓和曲线构成, 曲线形式仅与交叉口的4个几何参数相关.该优化设计方法简单易用, 能够为交叉口合理的渠化和交通组织提供依据.

References:

[1] Federal Highway Administration. Manual on uniform traffic control devices for streets and highways [S]. Washington, DC: US Department of Transportation Federal Highway Administration, 2017.
[2] Lieu H. Trafficflow theory: A state of the art report—Revised monograph on traffic flow theory [M]. Washington, DC: US Department of Transportation Federal Highway Administration, 2001.
[3] 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. DOI:10.1016/S0022- 4375(98)00062-0.
[4] Brilon W, Miltner T. Capacity at intersections without traffic signals [J]. Transportation Research Record, 2005, 1920:32-40. DOI: 10.3141/1920-04.
[5] Li S S, Qian D, Li N Y. BP simulation model and sensitivity analysis of right-turn vehicles’ crossing decisions at signalized intersection [J]. Journal of Transportation Systems Engineering & Information Technology, 2010, 10(2):49-56. DOI:10.1016/s1570-6672(09)60032-5. (in Chinese)
[6] Bai L, Liu P, Chen Y, et al. Comparative analysis of the safety effects of electric bikes at signalized intersections [J]. Transportation Research Part D: Transport and Environment, 2013, 20:48-54. DOI:10.1016/j.trd.2013.02.001.
[7] Troutbeck R. Capacity of limited-priority merge [J]. Transportation Research Record, 1999, 1678:269-276. DOI:10.3141/1678-32.
[8] Troutbeck R J, Kako S. Limited priority merge at unsignalized intersections [J]. Transportation Research Part A: Policy and Practice, 1999, 33(3/4):291-304. DOI:10.1016/ S0965-8564(98)00046-9.
[9] Ma D F, Wang D H, Yang X R, et al. Critical traffic volume of traffic signal warrant under limited priority condition [J]. Journal of Southeast University(Natural Science Edition), 2010, 40(4):860-865. DOI:10.3969/j.issn.1001-0505.2010.04.037. (in Chinese)
[10] Wang W. Platoon method of analyzing capacity and delay of non-signalized intersection[J]. Journal of Highway and Transportation Research and Development, 1989, 3: 70-79.(in Chinese)
[11] Meng Y P, Deng W, Ge L. Analysis for two-roadways uncontrolled intersection of capacity by motorcade analysis method[J]. Journal of Highway and Transportation Research and Development, 2005, 22(12): 119-122.(in Chinese)
[12] Bai Q W, Chen Y H, Qu Z W, et al. Non-strict priority left-turning maneuvers with a permitted phase at signalized intersections: Empirical study in China [J]. Journal of Transportation Engineering Part A: Systems, 2017, 143(3): 04016009. DOI:10.1061/jtepbs.0000015.
[13] Kaysi I A, Abbany A S. Modeling aggressive driver behavior at unsignalized intersections [J]. Accident Analysis & Prevention, 2007, 39(4): 671-678. DOI:10.1016/j.aap.2006.10.013.
[14] Liu M, Lu G, Wang Y, et al. Analyzing drivers’ crossing decisions at unsignalized intersections in China [J]. Transportation Research Part F: Traffic Psychology and Behavior, 2014, 24:244-255. DOI:10.1016/j.trf.2014.04.017.
[15] Lin D, Ma W, Li L, et al. A driving force model for non-strict priority crossing behaviors of right-turn drivers [J]. Transportation Research Part B: Methodological, 2015, 83: 230-244. DOI:10.1016/j.trb. 2015.10.007.
[16] German Committee of Road and Traffic Engineering. Guidelines for traffic signals(RiLSA)[M]. Translated by Li K P. Beijing: China Architecture & Building Press, 2006.(in Chinese)
[17] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 51038—2015 Layout of urban road traffic signs and markings [S]. Beijing: China Planning Press, 2015.(in Chinese)
[18] Jiang S, Wang D H, Qu Z W, et al. Extraction and calibration of trajectory characteristics of vehicles at intersections [J]. Journal of Southwest Jiaotong University, 2012, 47(5): 784-789.(in Chinese)
[19] Alhajyaseen W, 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, 32:170-192. DOI:10.1016/j.trc.2012.09.006.

Memo

Memo:
Biography: Qu Zhaowei(1962—), male, doctor, professor, quzw@jlu.edu.cn.
Foundation item: The National Natural Science Foundation of China(No.51278220).
Citation: Qu Zhaowei, Bai Qiaowen, Chen Yongheng, et al.Optimal design of left-lane line extensions considering non-yielding maneuvers at the beginning of the permitted phase[J].Journal of Southeast University(English Edition), 2018, 34(1):120-126.DOI:10.3969/j.issn.1003-7985.2018.01.017.
Last Update: 2018-03-20