中国安全科学学报 ›› 2017, Vol. 27 ›› Issue (8): 138-143.doi: 10.16265/j.cnki.issn1003-3033.2017.08.024

• 安全工程技术科学 • 上一篇    下一篇

双车道山区公路反向连续弯道危险区域研究

林慧, 郭建钢 教授, 陈金山 讲师, 李林 讲师, 张旺   

  1. 福建农林大学 交通与土木工程学院,福建 福州 350002
  • 收稿日期:2017-05-08 修回日期:2017-07-12 出版日期:2017-08-20 发布日期:2020-10-13
  • 作者简介:林慧(1993—),男,福建屏南人,硕士研究生,主要研究方向为交通运输规划与管理。E-mail:1161347005@fafu.edu.cn。
  • 基金资助:
    国家自然科学基金资助(51608123);福建省自然科学基金资助(2017J01682)。

Identification of dangerous sections of reverse continuous curve of two-lane mountain highway

LIN Hui, GUO Jiangang, CHEN Jinshan, LI Lin, ZHANG Wang   

  1. College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou Fujian 350002,China
  • Received:2017-05-08 Revised:2017-07-12 Online:2017-08-20 Published:2020-10-13

摘要: 为定量分析双车道山区公路小半径反向连续弯道危险区域,以福州市森林公园至鼓岭道路的一个反向连续弯道为研究对象,采用路侧激光交通调查仪采集以小型车为主的交通流参数,并用摄像法和人工记录法获取小型车辆左前轮的行驶轨迹偏移量值;根据实测数据和断面位置的标定值,建立行驶轨迹偏移量、断面位置和行驶速度的三维关系模型;根据关系模型计算出不同速度下危险区域的长度和面积。结果表明:当车辆速度大于临界值时,危险区域的长度、面积与速度间存在二次多项式关系,随着车辆速度的增长,危险区域的范围不断扩大,危险等级不断上升。根据危险区域的变化情况,建议该路段的限速值为20~27 km/h。

关键词: 双车道, 山区公路, 连续弯道, 轨迹偏移量, 危险区域

Abstract: The purpose of this study is to quantitatively analyze the dangerous sections of the reserve continuous curves with small radius for two-lane mountain highway. To achieve this goal, field tests were done in a reverse continuous curve of Fuzhou Forest Park to Guling highway taken as the research object. In the tests, a portable laser-based traffic survey instrument was applied to investigate traffic flow parameters, and the video recording method was used to collect the magnitude of travel trajectory offset. Subsequently, based on measured data and calibration value of section point, a three-dimensional model was built for describing relationships among the travel trajectory offset, location of observation point and driving velocity. Finally, lengths and areas of dangerous sections for the continuous curve at different velocities were calculated based on three-dimensional model. The results indicate that when vehicle speed is greater than the critical value, there is a quadratic polynomial relationship between the velocity and the length or the area of dangerous section -- an increase in the velocity makes both dangerous sections range and dangerous level increase. According to the actual situations faced with the dangerous sections, the velocity limit for curve should be 20-27 km/h.

Key words: two-lane, mountain highway, continuous curves, travel trajectory offset, dangerous sections

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