Volume 39 Issue 2
Apr.  2021
Turn off MathJax
Article Contents
Article Navigation >  Journal of Transport Information and Safety  > 2021  >  39(2): 36-42, 52
LIANG Bo, LI Shuo, ZHONG Shengming, PU Junyong. Correction Computation of Stopping Sight Distance in Approaching Section of Mountain Tunnel Based on Traffic Flow Theory[J]. Journal of Transport Information and Safety, 2021, 39(2): 36-42, 52. doi: 10.3963/j.jssn.1674-4861.2021.02.005
Citation: LIANG Bo, LI Shuo, ZHONG Shengming, PU Junyong. Correction Computation of Stopping Sight Distance in Approaching Section of Mountain Tunnel Based on Traffic Flow Theory[J]. Journal of Transport Information and Safety, 2021, 39(2): 36-42, 52. doi: 10.3963/j.jssn.1674-4861.2021.02.005
shu

Correction Computation of Stopping Sight Distance in Approaching Section of Mountain Tunnel Based on Traffic Flow Theory

doi: 10.3963/j.jssn.1674-4861.2021.02.005
  • 1.

    School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 2.

    State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 3.

    School of Civil Engineering, Chongqing University of Arts and Sciences, Chongqing 402160, China

  • Received Date: 2020-11-10
    Abstract
  • Speed is the most important calculation parameter in stopping sight distance. However, the existing correction computation of the model of stopping sight distance does not consider the impacts of traffic environment in mountain tunnel on the driving speed. Four representative mountain tunnels in Chongqing are selected to carry out field experiments, thus studying characteristics of speed flow in the approaching section of mountain tunnel. The data of speed and traffic flow in the approach section is used to analyze the distribution law and statistical relationship of traffic flow and speed. Then a model of the relationship between vehicle speed and traffic flow in the approaching section is developed to derive the stopping sight distance formula based on the characteristics of speed flow. The values of relevant standards and norms are compared to reveal the law of change. The results show that the speed of the approaching section of the mountain tunnel decreases first and then increases. Traffic flow is significantly related to vehicle speed. After fitting, a calculation model with coefficient R2 =0.9 is obtained. At the same speed, the modified value is about 1.07 to 1.21 times of the standard value. The greater the speed, the greater the differences. The modified stoppingsight distance length can meet the needs of 70% drivers at least. Based on the corresponding regulations, the impacts of traffic flow on vehicle speed of the stopping sight distance is considered to improve the driving safety level in the approaching section of the mountain tunnel.

     

    • FullText(HTML)
  • loading
    • References(20)
  • [1]
    交通运输部. 2019年交通运输行业发展统计公报[N]. 中国交通报, 2020-05-12(002).

    Ministry of Transport. Statistical bulletin of transport industry development in 2019[N]. China Communications News, 2020-05-12(002). (in Chinese)
    [2]
    陈瑶, 邢莹莹, 陆键, 等. 基于TOBIT模型的越江隧道事故率影响因素分析[J]. 武汉理工大学学报(交通科学与工程版), 2020, 44(2): 281-285. https://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ202002016.htm

    CHEN Yao, XING Yingying, LU Jian, et al. Analysis of influencing factors on accident rate of river-crossing tunnel based on tobit model[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2020, 44(2): 281-285. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTKJ202002016.htm
    [3]
    MA Zhaoyou, FANG Shouen, LIU Shuo, et al. Analysis of the relationship between the number of traffic accidents and the traffic flow & section location in extra long tunnel[J]. Engineering, 2020, 12(2): 71-81. doi: 10.4236/eng.2020.122007
    [4]
    JIAN J L, XING Y Y, WANG C, et al. Risk factors affecting the severity of traffic accidents at shanghai river-crossing tunnel[J]. Journal of Crash Prevention and Injury Control, 2016, 17 (2): 176-180. http://smartsearch.nstl.gov.cn/paper_detail.html?id=918914cdc6b88ff1e90dceab1a74fe82
    [5]
    袁玲薇, 熊坚, 陈瑶, 等. 不同路面条件下山区公路景观对停车视距的影响[J]. 公路与汽运, 2017(1): 52-56. doi: 10.3969/j.issn.1671-2668.2017.01.013

    YUAN Lingwei, XIONG Jian, CHEN Yao, et al. Influence of mountain road landscape on stopping sight distance under different road conditions[J]. Highways & Automotive Applications, 2017(1): 52-56. (in Chinese) doi: 10.3969/j.issn.1671-2668.2017.01.013
    [6]
    HSU C J, JONES E G. Sensitivity analyses of stopping distance for connected vehicles at active highway-rail grade crossings[J]. Accident Analysis & Prevention, 2017, (99): 210-217. http://www.ncbi.nlm.nih.gov/pubmed/27960101
    [7]
    WARSHAWSKY-LIVEN L, SHINAR D. Effects of uncertainty, transmission type, driver age and gender on brake reaction and movement time[J]. Journal of Safety Research, 2002, 33(1): 117-128. doi: 10.1016/S0022-4375(02)00006-3
    [8]
    孙璐, 秦玉秀, 游克思, 等. 基于可靠度的隧道行车视距影响因素分析[J]. 东南大学学报(自然科学版), 2014, 44(4): 859-863. https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201404032.htm

    SUN Lu, QIN Yuxiu, YOU Kesi, et al. Analysis on influencing factors of tunnel driving sight distance based on reliability[J]. Journal of Southeast University(Natural Science Edition), 2014, 44(4): 859-863. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201404032.htm
    [9]
    BOGDEVICIUS M, VLADIMIROY O. Efficiency of a braking process evaluating the roughness of road surface[J]. Transport, 2010, 21(1): 3-7. doi: 10.1080/16484142.2006.9638032
    [10]
    朱云升, 王世立, 龚娟, 等. 凝冰路面弯道路段停车视距计算方法[J]. 安全与环境学报, 2019, 19(3): 766-773. https://www.cnki.com.cn/Article/CJFDTOTAL-AQHJ201903007.htm

    ZHU Yunsheng, WANG Shili, GONG Juan, et al. Calculation method of stopping sight distance in curve section of ice road[J]. Journal of Safety and Environment, 2019, 19(3): 766-773. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-AQHJ201903007.htm
    [11]
    王双, 吴聪, 阮雅端, 等. 降雨天气下停车视距模型与安全限速分析[J]. 电子测量技术, 2013, 36(11): 16-20. https://www.cnki.com.cn/Article/CJFDTOTAL-DZCL201311006.htm

    WANG Shuang, WU Cong, RUAN Yaduan, et al. Parking sight distance model and safety speed limit analysis under rainy weather[J]. Electronic Measurement Technology, 2013, 36(11): 16-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZCL201311006.htm
    [12]
    吴兵, 翟犇, 卢建涛, 等. 基于安全风险的恶劣天气下高速公路建议车速确定方法[J]. 同济大学学报(自然科学版), 2020, 48(11): 1570-1578. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ202011005.htm

    WU Bing, ZHAI Ben, LU Jiantao, et al. Determination of freeway recommended speed based on safety risk under adverse weather conditions[J]. Journal of Tongji University(Natural Science), 2020, 48(11): 1570-1578. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ202011005.htm
    [13]
    BEN-EDIGBE J E, MAKINDE O O. Influence of night rainfall on stopping sight distance on dark roadways[J]. The Open Transportation Journal, 2020(14): 32-37. http://www.researchgate.net/publication/340846968_Influence_of_Night_Rainfall_on_Stopping_Sight_Distance_on_Dark_Roadways
    [14]
    袁浩, 史桂芳, 黄晓明, 等. 停车视距制动模型[J]. 东南大学学报(自然科学版), 2009, 39(4): 859-862. doi: 10.3969/j.issn.1001-0505.2009.04.041

    YUAN Hao, SHI Guifang, HUANG Xiaoming, et al. Stopping sight distance braking model[J]. Journal of Southeast University(Natural Science Edition), 2009, 39(4): 859-862. (in Chinese) doi: 10.3969/j.issn.1001-0505.2009.04.041
    [15]
    杨永红, 吴传海, 葛婷, 等. 山区高速公路超车道小客车停车视距安全性[J]. 长安大学学报(自然科学版), 2014, 34 (5): 42-48. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201405008.htm

    YANG Yonghong, WU Chuanhai, GE Ting, et al. Parking sight distance safety of minibus on overtaking lane of mountain expressway[J]. Journal of Chang'an University(Natural Science Edition), 2014, 34(5): 42-48. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201405008.htm
    [16]
    姜虹, 李峰. 不同路面条件下高速公路的停车视距建模与安全车速分析[J]. 西安工业大学学报, 2012, 32(1): 25-30. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGY201201007.htm

    JIANG Hong, LI Feng. Parking sight distance modeling and safe speed analysis of expressway under different road conditions[J]. Journal of Xi'an University of Technology, 2012, 32 (1): 25-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGY201201007.htm
    [17]
    王晓楠, 王云泽, 苗慕楠, 等. 动态停车视距模型研究及应用[J]. 公路, 2015(11): 151-155. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201511035.htm

    WANG Xiaonan, WANG Yunze, MIAO munan, et al. Research and application of dynamic stopping sight distance model[J]. Highway, 2015(11): 151-155. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201511035.htm
    [18]
    刘浪, 白彬, 燕南, 等. 基于驾驶员视认性的山区双车道公路交叉口停车视距计算[J]. 重庆交通大学学报(自然科学版), 2017, 36(5): 98-103. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201705056.htm

    LIU Lang, BAI Bin, YAN Nan, et al. Calculation of stopping sight distance at mountain two lane highway intersection based on driver's visibility[J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2017, 36(5): 98-103. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201705056.htm
    [19]
    招商局重庆交通科研设计院有限公司. 中华人民共和国交通运输部. 公路隧道照明设计细则: JTGT D70/2—01— 2014[S]. 北京: 人民交通出版社, 2014.

    China Merchants Chongqing Communications Technology Research & Design Institute Co., Ltd. Ministry of Transport, People's Republic of China. Guidelines for design of lighting of highway tunnels: JTGT D70/2—01—2014[S]. Beijing: China Communications Press, 2014. (in Chinese)
    [20]
    CIE. Guide for the lighting of road tunnels and underpasses: Technical report. 88-2004[R]. Vienna: CIE, 2004.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(5)  / Tables(4)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (492) PDF downloads(15) Cited by()
    Proportional views
    Related

    Copyright Editorial Office of Transport Information and Safety鄂ICP备05003336号-2

    Address：No. 1178，Heping Avenue, Wuchang, Wuhan, CHINA (430063)

    Tel：027-86580355 Email：jtjsj@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd  

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return