双车道公路弯道回旋线长度对行车特性的影响
CSTR:
作者:
作者单位:

同济大学 道路与交通工程教育部重点实验室,上海 201804

作者简介:

袁 方(1986—),男,博士生,主要研究方向为道路安全与环境。E-mail:yf860911@foxmail.com

通讯作者:

杨 轸(1974—),男,教授,博士生导师,工学博士,主要研究方向为道路安全与环境。 E-mail:yangzhen5719@tongji.edu.cn

中图分类号:

U412.34

基金项目:

国家重点研发计划(2017YFC0803902)


Effect of Spiral Length on Driving Characteristics in Curves on Two-lane Highway
Author:
Affiliation:

Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献 [14]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    基于驾驶模拟实验,采集了15名驾驶员在半径为100~500 m的72个弯道路段的车速、侧向偏移等数据,研究双车道公路弯道路段回旋线长度对车速及行车轨迹的影响。结果表明:在半径一定的条件下,随着回旋线长度增加,前后路段车速差呈上升趋势,而速度梯度随之下降;行车轨迹波动幅度随回旋线长度增加而增大,而波动频率随之降低;半径为100 m时,回旋线太短会使轨迹的局部曲率增大;对于半径为200 m的弯道,过长或过短的回旋线都会造成车辆轨迹的局部曲率增大;对于半径为300 m及以上的弯道,回旋线长度和车辆轨迹的最大局部曲率成正相关。

    Abstract:

    Based on driving simulation experiments, the speed and lateral offset data of 15 drivers in 72 curve sections with the radius of 100?500 m were collected, and the effects of spiral length on vehicle speed and trajectory on two-lane highway were analyzed. The results show that under the condition of a certain radius, with the increase of spiral length, the speed difference is on the rise, while the speed gradient is on the decline. With the increase of spiral length, the fluctuation amplitude of vehicle trajectory increases, while the fluctuation frequency of vehicle trajectory decreases. When the radius is 100 m, the local curvature of vehicle trajectory will increase if the spiral is too short. For the curves with the radius of 200 m, the local curvature of vehicle trajectory will increase if the spiral is too long or too short. For the curves with the radius of 300 m or more, the length of spiral is positively related to the maximum local curvature of driving trajectory.

    表 3 85%分位回归结果Table 3
    图1 驾驶仿真平台Fig.1 Driving simulation platform
    图2 弯道车速变化类型Fig.2 Types of speed changes in curves
    图3 各型速度曲线在不同弯道上的出现频率Fig.3 Frequency of each type of speed curve on different curves
    图4 局部单调变速区间Fig.4 Local monotone interval of speed-change
    图5 功率谱密度函数曲线Fig.5 Power spectral density function curve
    图6 回旋线路段侧偏信号平均功率Fig.6 Average power of lateral offset on spiral transitions
    图7 回旋线路段侧偏信号功率密度峰值频率Fig.7 Peak frequency of power density of lateral offset on spiral transitions
    图8 三点法求解局部曲率Fig.8 Three-point method for local curvature
    图9 回旋线路段轨迹最大同向局部曲率Fig.9 Maximum local curvature in the same direction of horizontal curve on spiral transitions
    表 2 回旋线参数设计值Table 2
    表 1 超高加宽设计值Table 1
    参考文献
    [1] CHUDWORTH C J, STEWART D. A remedy for accidents at bends[J]. Traffic Engineering & Control, 1990, 31(2): 88.
    [2] TOM G K. Accidents on spiral transition curves in California[R]. Sacramento: California Department of Transportation, 1992.
    [3] COUNCIL F M. Safety benefits of spiral transitions on horizontal curves on two-lane rural roads[J]. Transportation Research Record, 1998, 1635: 10.
    [4] ZEGEER C, STEWART R, REINFURT D, et al. Cost-effective geometric improvements for safety upgrading of horizontal curves[R].Washington DC: Federal Highway Administration, 1991.
    [5] KARL A P, DANIEL B F. Operating speeds on curves with and without spiral transitions[J]. Transportation Research Record, 1999, 1658: 9.
    [6] 徐进, 罗庆, 彭其渊, 等. 回旋线设置对弯道行驶速度的影响[J]. 中国公路学报, 2011, 24(1): 25.
    [7] 林雨, 杨轸, 潘晓东. 缓和曲线长度对车辆行驶轨迹的影响[J]. 西南交通大学学报, 2011, 46(2): 200.
    [8] SPACEK P. Track behavior in curve areas: attempt at typology[J]. Journal of Transportation Engineering, 2005, 131(9): 669.
    [9] AASHTO. A policy on geometric design of highways and streets[S]. 7th ed. Washington DC: American Association of State Highway and Transportation Officials, 2018.
    [10] 中交第一公路勘察设计研究院有限公司. 公路路线设计规范:JTG D20―2017[S]. 北京: 人民交通出版社, 2018.
    [11] JORIS C, CAROLINE A, BEAU G, et al. Driving simulator validation for speed research on a horizontal curve[C]// Proceedings of the 95th Transportation Research Board Annual Meeting. Washington DC: Transportation Research Board, 2016.
    [12] GODLEY S T, TRIGGS T J, FILDES B N. Driving simulator validation for speed research[J]. Accident Analysis & Prevention, 2002, 34(5): 589.
    [13] WADE M G, HAMMOND C. Simulation validation: evaluating driver performance in simulation and the real world[R]. Saint Paul: Minnesota Department of Transportation, 1998.
    [14] 华杰工程咨询有限公司. 公路项目安全性评价规范:JTG B05―2015[S]. 北京: 人民交通出版社, 2016.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

袁方,杨轸.双车道公路弯道回旋线长度对行车特性的影响[J].同济大学学报(自然科学版),2021,49(2):227~235

复制
分享
文章指标
  • 点击次数:474
  • 下载次数: 763
  • HTML阅读次数: 477
  • 引用次数: 0
历史
  • 收稿日期:2020-06-05
  • 在线发布日期: 2021-03-18
文章二维码