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左转许可控制的平交口直左与左转车道延误比较

邵海鹏,  吕纪娜,  董海倩

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文章导航 > 交通运输工程学报  > 2016 >  16(3): 142-148
邵海鹏, 吕纪娜, 董海倩. 左转许可控制的平交口直左与左转车道延误比较[J]. 交通运输工程学报, 2016, 16(3): 142-148. doi: 10.19818/j.cnki.1671-1637.2016.03.017
引用本文: 邵海鹏, 吕纪娜, 董海倩. 左转许可控制的平交口直左与左转车道延误比较[J]. 交通运输工程学报, 2016, 16(3): 142-148. doi: 10.19818/j.cnki.1671-1637.2016.03.017
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SHAO Hai-peng, LU Ji-na, DONG Hai-qian. Delay comparison between through-left lane and left turn lane for at-grade intersection with permitted left turn control[J]. Journal of Traffic and Transportation Engineering, 2016, 16(3): 142-148. doi: 10.19818/j.cnki.1671-1637.2016.03.017
Citation: SHAO Hai-peng, LU Ji-na, DONG Hai-qian. Delay comparison between through-left lane and left turn lane for at-grade intersection with permitted left turn control[J]. Journal of Traffic and Transportation Engineering, 2016, 16(3): 142-148. doi: 10.19818/j.cnki.1671-1637.2016.03.017
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左转许可控制的平交口直左与左转车道延误比较

doi: 10.19818/j.cnki.1671-1637.2016.03.017
  • 1.

    长安大学 公路学院，陕西 西安 710064

  • 2.

    长沙理工大学 公路工程教育部重点实验室，湖南 长沙 410004

  • 3.

    西安市城市规划设计研究院，陕西 西安 710082

基金项目: 

国家自然科学基金项目 50808021

国家自然科学基金项目 51208054

长沙理工大学公路工程教育部重点实验室开放基金项目 kfj140203

同济大学道路与交通工程教育部重点实验室开放课题 K201208

详细信息
    作者简介:

    邵海鹏(1978-), 男, 江苏沛县人, 长安大学副教授, 工学博士, 从事交通系统设计与管理研究

  • 中图分类号: U491.223

Delay comparison between through-left lane and left turn lane for at-grade intersection with permitted left turn control

  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Key Laboratory of Highway Engineering of Ministry of Education, Changsha University of Science and Technology, Changsha 410004, Hunan, China

  • 3.

    Xi'an City Planning and Design Institute, Xi'an 710082, Shaanxi, China

More Information
    Author Bio:

    SHAO Hai-peng(1978-), male, associate professor, PhD, +86-29-82334886, shaohp@chd.edu.cn

    摘要
  • 摘要: 为了在左转许可相位下比较左转专用和直左共用车道的延误, 分析了2种左转交通组织方式下交通流在交叉口运行的规律, 基于可接受空当理论, 以到达率和左转车辆比例为变量, 分别建立了在泊松分布到达情况下2种左转交通组织方式下的延误模型, 以西安市某交叉口的几何设计和信号控制数据为例进行了延误分析。计算结果表明: 总延误随着到达率和左转车辆比例的增大而增大; 到达率较小时设置左转专用车道的延误较大, 随着到达率的增大设置直左共用车道的延误逐渐接近甚至超过设置左转专用车道的延误; 直左共用车道适用于较小交通需求, 左转专用车道适用于较大交通需求; 当到达率不大于0.12 pcu·s-1, 或到达率为0.12~0.18 pcu·s-1、左转车辆比例不大于0.2时, 建议设置直左共用车道; 当到达率不小于0.18 pcu·s-1, 或到达率为0.12~0.18 pcu·s-1、左转车辆比例大于0.2时, 建议设置左转专用车道。

     

    Abstract: In order to compare the delays of exclusive left turn lane and through-left shared lane in permitted left turn phase, the operation laws of traffic flow under two left turn traffic organization modes were analyzed.Based on the gap acceptance theory, the arrival rate and the left turn vehicle percentage were taken as variables to build the delay models for two left turn traffic organization modes with Poisson arrival londition respectively.The geometric design and signal control data of a intersection in Xi'an were taken as example to analyze the delays.Calculation result shows that total delays increase with the increase of arrival rate and left turn vehicle percentage.When arrival rate is smaller, the delay with exclusive left turn lane is larger.The delay with through-left shared lane gradually approaches or even overtakes the delay with exclusive left turn lane with the increase of arrival rate.Through-left shared lane is suitable for smaller traffic demand, and exclusive left turn lane is suitable for larger traffic demand.When arrival rate is no more than 0.12 pcu·s-1, or arrival rate is 0.12-0.18 pcu·s-1 and left turnvehicle percentage is no more than 0.2, through-left shared lane layout is recommended.When arrival rate is no less than 0.18 pcu·s-1, or arrival rate is 0.12-0.18 pcu·s-1 and left turn vehicle percentage is more than 0.2, exclusive left turn lane layout is recommended.

     

    • HTML全文

  • 图  1  设置直左共用车道的交叉口

    Figure  1.  Intersection with through-left shared lane

    下载: 全尺寸图片 幻灯片

    图  2  设置左转专用车道的交叉口

    Figure  2.  Intersection with exclusive left turn lane

    下载: 全尺寸图片 幻灯片

    图  3  直行车道的车辆累计曲线

    Figure  3.  Vehicle cumulative curve of through lane

    下载: 全尺寸图片 幻灯片

    图  4  直左共用车道的车辆累计曲线

    Figure  4.  Vehicle cumulative curve of through-left shared lane

    下载: 全尺寸图片 幻灯片

    图  5  左转专用车道的车辆累计曲线

    Figure  5.  Vehicle cumulative curve of exclusive left turn lane

    下载: 全尺寸图片 幻灯片

    图  6  k1=0.1时的总延误

    Figure  6.  Total delays when k1 is 0.1

    下载: 全尺寸图片 幻灯片

    图  7  k1=0.2时的总延误

    Figure  7.  Total delays when k1 is 0.2

    下载: 全尺寸图片 幻灯片

    图  8  k1=0.3时的总延误

    Figure  8.  Total delays when k1 is 0.3

    下载: 全尺寸图片 幻灯片

    图  9  k1=0.4时的总延误

    Figure  9.  Total delays when k1 is 0.4

    下载: 全尺寸图片 幻灯片

    表  1  两种方式下总延误的差值

    Table  1.   Differences of total delays between two modes
    下载: 导出CSV

    表  2  左转车道设置建议

    Table  2.   Recommendations of left turn lane layout
    下载: 导出CSV
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