留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

高速公路隧道曲线路段视线诱导设施有效性试验

杜志刚 倪玉丹 杨理波 文竞舟 余昕宇

杜志刚, 倪玉丹, 杨理波, 文竞舟, 余昕宇. 高速公路隧道曲线路段视线诱导设施有效性试验[J]. 交通运输工程学报, 2020, 20(1): 215-225. doi: 10.19818/j.cnki.1671-1637.2020.01.018
引用本文: 杜志刚, 倪玉丹, 杨理波, 文竞舟, 余昕宇. 高速公路隧道曲线路段视线诱导设施有效性试验[J]. 交通运输工程学报, 2020, 20(1): 215-225. doi: 10.19818/j.cnki.1671-1637.2020.01.018
DU Zhi-gang, NI Yu-dan, YANG Li-bo, WEN Jing-zhou, YU Xin-yu. Effectiveness experiment of sight induction facilities of curve sections in highway tunnel[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 215-225. doi: 10.19818/j.cnki.1671-1637.2020.01.018
Citation: DU Zhi-gang, NI Yu-dan, YANG Li-bo, WEN Jing-zhou, YU Xin-yu. Effectiveness experiment of sight induction facilities of curve sections in highway tunnel[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 215-225. doi: 10.19818/j.cnki.1671-1637.2020.01.018

高速公路隧道曲线路段视线诱导设施有效性试验

doi: 10.19818/j.cnki.1671-1637.2020.01.018
基金项目: 

国家自然科学基金项目 51578433

云南省交通运输厅科技创新示范项目 云交科2018(A)01

详细信息
    作者简介:

    杜志刚(1977-), 男, 湖北武汉人, 武汉理工大学教授, 工学博士, 从事道路交通安全和交通规划研究

  • 中图分类号: U491.59

Effectiveness experiment of sight induction facilities of curve sections in highway tunnel

More Information
  • 摘要: 分析了高速公路隧道不同半径曲线路段的反光环数目对驾驶人曲率感知能力的影响规律; 针对线形诱导标识和反光环2种典型视线诱导方案, 应用驾驶模拟器进行室内仿真试验, 通过测量驾驶人的弯道错觉程度和反应时间来衡量驾驶人的曲率感知能力, 利用Origin软件分析了试验数据。研究结果表明: 改善前, 驾驶人对半径的高估程度大于35%, 反应时间不小于5.46 s; 采用3个线形诱导标识时, 不同半径下弯道错觉程度和反应时间有小幅度降低, 在半径为400 m的情况下曲率诱导效果较好, 弯道错觉程度为6.12%, 说明线形诱导标识可提高驾驶人的曲率感知能力, 但提升效果不显著; 采用3个可见反光环时, 不同半径下弯道错觉程度均小于5%, 且反应时间较改善前降幅大于37%, 说明3个反光环能有效提高驾驶人的曲率感知能力, 同时将反应时间控制在合理范围; 基于Logistic函数拟合分析发现, 不同半径下驾驶人的弯道错觉程度与反光环数目拟合曲线拐点接近3, 且拐点处弯道错觉程度最低, 同时, 不同半径下反应时间与反光环数目成负相关, 且当反光环数目大于4个时, 反应时间呈现收敛趋势, 说明增加可见反光环数目对降低反应时间作用有限, 因此, 推荐使用3个反光环进行高速公路隧道曲线路段视线诱导。

     

  • 图  1  反光环在隧道中的应用

    Figure  1.  Application of reflective ring in tunnel

    图  2  车道偏移

    Figure  2.  Lane shift

    图  3  隧道弯道反光环布设侧视图

    Figure  3.  Side view of reflective rings at curve section of tunnel

    图  4  模型精度校核场景

    Figure  4.  Accuracy verification scenes of model

    图  5  部分对比场景

    Figure  5.  Some contrast scenes

    图  6  弯道感知半径与弯道错觉程度比较

    Figure  6.  Comparison of curve perception radii and curve illusion degrees

    图  7  曲线路段拟合结果

    Figure  7.  Fitting results of curved road sections

    表  1  不同曲线半径反光环间距

    Table  1.   Reflective ring spacings at different curve radii  m

    反光环数目 曲线半径/m
    400 600 800 1 000
    1 123.52 153.35 179.15 201.73
    2 61.59 76.75 89.59 100.89
    3 41.35 51.36 59.74 67.31
    4 30.76 38.52 44.78 50.51
    5 24.59 30.67 35.76 40.49
    6 20.46 25.59 29.97 33.52
    下载: 导出CSV

    表  2  模型精度检验结果

    Table  2.   Accuracy test results of model

    行车场景 半径/m 误差/% 单个样本统计量 单个样本t检验(置信度为0.05)
    样本量 标准差/m 显著性 95%置信区间
    下限 上限
    真实场景 600.00 1.11 20 16.66 0.091 598.84 614.43
    仿真场景 606.63
    下载: 导出CSV

    表  3  对比场景信息

    Table  3.   Information of contrast scenes

    对比场景类型 场景编号 试验场景条件
    参照组 a 改善前场景
    b 3个线形诱导标识
    试验组 c 1个反光环
    d 2个反光环
    e 3个反光环
    f 4个反光环
    g 5个反光环
    h 6个反光环
    下载: 导出CSV

    表  4  试验数据

    Table  4.   Experimental data

    仿真场景 不同曲线半径(m)下的试验数据
    400 600 800 1 000
    反应时间/s 弯道错觉程度/% 反应时间/s 弯道错觉程度/% 反应时间/s 弯道错觉程度/% 反应时间/s 弯道错觉程度/%
    a 5.46 42.56 6.21 40.12 6.91 37.69 7.71 35.67
    b 5.31 6.12 6.01 13.59 6.44 16.48 6.79 19.12
    c 5.16 37.39 5.89 36.17 6.57 34.90 7.18 32.98
    d 4.73 29.11 5.27 28.94 5.88 28.29 6.63 27.87
    e 3.41 4.50 3.91 4.08 4.21 3.91 4.63 3.84
    f 3.17 -22.04 3.48 -21.71 3.88 -20.42 4.12 -19.29
    g 2.91 -23.95 3.11 -22.57 3.41 -20.94 3.91 -20.12
    h 2.66 -24.53 2.99 -23.69 3.36 -21.88 3.88 -21.88
    下载: 导出CSV

    表  5  弯道错觉程度的拟合参数与拟合模型方差分析数据

    Table  5.   Fitting parameters and variance analysis data of fitting model of curve illusion degree

    弯道半径/m 参数 模型方差分析
    A1 A2 x0 q R2 F检验值 P
    400 35.717 -26.763 2.957 6.678 0.988 104.35 0.010
    600 34.269 -24.646 2.950 7.573 0.988 103.01 0.009
    800 33.109 -22.760 2.938 7.831 0.988 108.06 0.009
    1 000 31.458 -21.434 2.953 8.557 0.992 173.71 0.006
    下载: 导出CSV

    表  6  反应时间的拟合参数与拟合模型方差分析数据

    Table  6.   Fitting parameters and variance analysis data of fitting model of reaction time

    弯道半径/m 参数 模型方差分析
    A1 A2 x0 q R2 F检验值 P
    400 5.205 2.778 2.559 5.157 0.966 610.50 0.002
    600 5.952 2.965 2.594 4.383 0.990 1 922.74 0.000
    800 6.623 3.379 2.509 4.991 0.981 965.92 0.001
    1 000 7.194 3.907 2.509 6.826 0.998 8 527.58 0.000
    下载: 导出CSV
  • [1] 乐伍杉. 基于车路耦合安全度模型的山区公路弯道设计理论研究[D]. 重庆: 重庆交通大学, 2015.

    LE Wu-shan. The research of mountain area road bend design theory based on vehicle-road coupling safety evaluation model[D]. Chongqing: Chongqing Jiaotong University, 2015. (in Chinese).
    [2] 晁峰, 郭春, 施洪乾, 等. 曲线隧道内撞击隧道壁交通事故风险指标研究[J]. 地下空间与工程学报, 2012, 8(增1): 1407-1410. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2012S1013.htm

    CHAO Feng, GUO Chun, SHI Hong-qian, et al. Research on traffic accident risk index of impact on wall in curved tunnel[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(S1): 1407-1410. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2012S1013.htm
    [3] 朱秋萍. 山区高速公路弯道路段安全行车速度与限速应用的研究[D]. 广州: 华南理工大学, 2014.

    ZHU Qiu-ping. Study on the safe operating speed and speed limit of freeway curve sections in mountain areas[D]. Guangzhou: South China University of Technology, 2014. (in Chinese).
    [4] 陈金山. 山区公路弯道路段车辆行驶特性及安全对策研究[D]. 重庆: 重庆交通大学, 2013.

    CHEN Jin-shan. The study of vehicle traffic characteristics and safety countermeasures in the mountain highway curve section[D]. Chongqing: Chongqing Jiaotong University, 2013. (in Chinese).
    [5] LI Y, CHEN Y. Driver vision based perception-response time prediction and assistance model on mountain highway curve[J]. International Journal of Environmental Research and Public Health, 2017, 14(31): 1-13.
    [6] 陈芳, 周智海, 杨运兴. 山区高速公路弯道路段驾驶员视点分布特征研究[J]. 合肥工业大学学报(自然科学版), 2015, 38(5): 594-599. https://www.cnki.com.cn/Article/CJFDTOTAL-HEFE201505004.htm

    CHEN Fang, ZHOU Zhi-hai, YANG Yun-xing. On driver's viewpoint distribution characteristics on curved section of the highway in mountainous area[J]. Journal of Hefei University of Technology (Natural Science), 2015, 38(5): 594-599. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HEFE201505004.htm
    [7] 王福建, 魏晓冬, 张郃生, 等. 平竖重合路段的弯道错觉及其对交通事故的影响[J]. 中国公路学报, 2009, 22(3): 40-44. doi: 10.3321/j.issn:1001-7372.2009.03.008

    WANG Fu-jian, WEI Xiao-dong, ZHANG He-sheng, et al. Curve illusion resulted from combination of horizontal and vertical curves and its influence on traffic accidents[J]. China Journal of Highway and Transport, 2009, 22(3): 40-44. (in Chinese). doi: 10.3321/j.issn:1001-7372.2009.03.008
    [8] HASAN M, SAYED T, HASSAN Y. Influence of vertical alignment on horizontal curve perception: effect of spirals and position of vertical curve[J]. Canadian Journal of Civil Engineering, 2005, 32(1): 204-212. doi: 10.1139/l04-090
    [9] CHARLTON S G. The role of attention in horizontal curves: a comparison of advance warning, delineation, and road marking treatments[J]. Accident Analysis and Prevention, 2007, 39(5): 873-885. doi: 10.1016/j.aap.2006.12.007
    [10] 陈亦新, 王雪松. 山区高速公路组合线形路段车道偏移行为[J]. 中国公路学报, 2018, 31(4): 98-104. doi: 10.3969/j.issn.1001-7372.2018.04.012

    CHEN Yi-xin, WANG Xue-song. Effects of combined alignments of mountainous freeways on lane departure[J]. China Journal of Highway and Transport, 2018, 31(4): 98-104. (in Chinese). doi: 10.3969/j.issn.1001-7372.2018.04.012
    [11] MESTRE D R. Dynamic evaluation of the useful field of view in driving[C]//TRB. Proceedings of the First International Driving Symposium on Human Factors in Driver Assessment, Training and Vehicle Design. Washington DC: TRB, 2001: 234-239.
    [12] SUN Xiao-duan, TEKELL V O. Impact of edge lines on safety of rural two-lane highways[R]. Lafayette: University of Louisiana at Lafayette, 2005.
    [13] 刘兵, 朱顺应, 王红, 等. 非对称边缘率标线对弯道驾驶人横向位置调整的影响机理[J]. 中国公路学报, 2015, 28(2): 104-111. doi: 10.3969/j.issn.1001-7372.2015.02.013

    LIU Bing, ZHU Shun-ying, WANG Hong, et al. Impact mechanism of non-symmetry edge rate bars on drivers' lateral position adjustment when driving in curved sections[J]. China Journal of Highway and Transport, 2015, 28(2): 104-111. (in Chinese). doi: 10.3969/j.issn.1001-7372.2015.02.013
    [14] 张静, 谢练, 梁新, 等. 驾驶模拟条件下高速公路线形指标对驾驶绩效影响特征分析[J]. 交通信息与安全, 2015, 33(6): 102-107. doi: 10.3963/j.issn1674-4861.2015.06.016

    ZHANG Jing, XIE Lian, LIANG Xin, et al. Analysis of effects of highway alignments on driver's performance based on simulated driving experiments[J]. Journal of Transport Information and Safety, 2015, 33(6): 102-107. (in Chinese). doi: 10.3963/j.issn1674-4861.2015.06.016
    [15] 郭忠印, 乔亚丹, 宋灿灿. 高速公路小半径路段标志与标线的组合设置[J]. 中国公路学报, 2016, 29(4): 107-113. doi: 10.3969/j.issn.1001-7372.2016.04.013

    GUO Zhong-yin, QIAO Ya-dan, SONG Can-can. Combination layout of signs and markings on expressway segment with small radius[J]. China Journal of Highway and Transport, 2016, 29(4): 107-113. (in Chinese). doi: 10.3969/j.issn.1001-7372.2016.04.013
    [16] WU Yi-ping, ZHAO Xiao-hua, RONG Jian, et al. Influence analysis of chevron alignment signs on drivers' speed choices at horizontal curves on highways[J]. Journal of Southeast University (English Edition), 2015, 31(3): 412-417.
    [17] 周海宇. 山区高速公路小半径平曲线隧道交通安全保障技术研究[D]. 西安: 长安大学, 2018.

    ZHOU Hai-yu. Study on traffic safety guarantee technology of small radius curve tunnel in mountainous expressway[D]. Xi'an: Chang'an University, 2018. (in Chinese).
    [18] 杨理波, 杜志刚, 徐弯弯, 等. 隧道内不同组合信息条件下驾驶人视错觉研究[J]. 中国安全科学学报, 2018, 28(1): 32-37.

    YANG Li-bo, DU Zhi-gang, XU Wan-wan, et al. Research on drivers' visual illusion in tunnels under different combined visual information conditions[J]. China Safety Science Journal, 2018, 28(1): 32-37. (in Chinese).
    [19] ZHENG Zhan-ji, DU Zhi-gang, YAN Qi-xiang, et al. The impact of rhythm-based visual reference system in long highway tunnels[J]. Safety Science, 2017, 95: 75-82. doi: 10.1016/j.ssci.2017.02.006
    [20] 胡江碧, 张晓芹, 郭达. 基于安全视认的夜间公路隧道入口段光环境研究[J]. 北京理工大学学报, 2016, 36(5): 487-490, 497. https://www.cnki.com.cn/Article/CJFDTOTAL-BJLG201605009.htm

    HU Jiang-bi, ZHANG Xiao-qin, GUO Da. Research on the tunnel entrance night light environment of highway tunnel based on visual safety[J]. Transactions of Beijing Institute of Technology, 2016, 36(5): 487-490, 497. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BJLG201605009.htm
    [21] 王婷, 杜志刚, 郑展骥, 等. 高速公路隧道出口视觉环境改善方法研究[J]. 公路, 2016(8): 145-150. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201608033.htm

    WANG Ting, DU Zhi-gang, ZHENG Zhan-ji, et al. Study of visual environment improvement method at highway tunnel exit[J]. Highway, 2016(8): 145-150. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201608033.htm
    [22] 陶盼盼. 基于驾驶人视觉特性的隧道反光环设置研究[D]. 重庆: 重庆交通大学, 2016.

    TAO Pan-pan. Research on tunnel's aura setting based on the driver's visual characteristics[D]. Chongqing: Chongqing Jiaotong University, 2016. (in Chinese).
    [23] 段萌萌, 陶盼盼. 隧道反光环设置间距对驾驶人视觉的影响研究[J]. 武汉理工大学学报, 2016, 38(2): 50-56.

    DUAN Meng-meng, TAO Pan-pan. Research on the impact of tunnel's aura interval setting on the driver's visual[J]. Journal of Wuhan University of Technology, 2016, 38(2): 50-56. (in Chinese).
    [24] 杜志刚, 徐弯弯, 向一鸣. 基于视线诱导的公路隧道光环境优化研究框架[J]. 中国公路学报, 2018, 31(4): 122-129. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201804016.htm

    DU Zhi-gang, XU Wan-wan, XIANG Yi-ming. Research on light environment improvement framework of highway tunnel based on visual guidance[J]. China Journal of Highway and Transport, 2018, 31(4): 122-129. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201804016.htm
    [25] 王延锋, 王勇, 李欣. 城市快速路长隧道交通安全设施设置研究[J]. 公路, 2017(9): 12-15. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201709005.htm

    WANG Yan-feng, WANG Yong, LI Xin. Research on establishment of traffic safety facilities of urban expressway long tunnel[J]. Highway, 2017(9): 12-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201709005.htm
    [26] 李柯. 川西高原低交通量隧道照明节能技术研究[D]. 成都: 西南交通大学, 2018.

    LI Ke. Study on energy saving technology of lighting Sichuan plateau low traffic tunnel[D]. Chengdu: Southwest Jiaotong University, 2018. (in Chinese).
    [27] 樊兆董. 特长隧道特殊交通安全设施评估及优化方法研究[D]. 北京: 北京工业大学, 2018.

    FAN Zhao-dong. Study on the evaluation and optimization method of special traffic safety facilities of extra long tunnel[D]. Beijing: Beijing University of Technology, 2018. (in Chinese).
    [28] 袁国林, 程建川. 错觉及其在公路线形设计中的应用[J]. 中国公路学报, 2002, 15(2): 19-21, 27. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200202005.htm

    YUAN Guo-lin, CHENG Jian-chuan. Application of the illusion in the design of highway route[J]. China Journal of Highway and Transport, 2002, 15(2): 19-21, 27. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200202005.htm
    [29] 苑郁林. 以驾驶人的心理和生理特性探讨山区高速公路隧道洞口的景观设计[J]. 现代隧道技术, 2014, 51(3): 30-34. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201403005.htm

    YUAN Yu-lin. On the landscape design of mountain highway tunnel portals considering the psychological and physiological behaviors of a driver[J]. Modern Tunnelling Technology, 2014, 51(3): 30-34. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201403005.htm
    [30] 林贵宝. 基于驾驶人视觉特性的交通安全设施设计研究[D]. 西安: 长安大学, 2016.

    LIN Gui-bao. Design of traffic safety facilities based on the driver's visual characteristics[D]. Xi'an: Chang'an University, 2016. (in Chinese).
    [31] RÉ J M, HAWKINS H G, CHRYSLER S T. Assessing benefits of chevrons with full retroreflective signposts on rural horizontal curves[J]. Transportation Research Record, 2010(2149): 30-36.
  • 加载中
图(7) / 表(6)
计量
  • 文章访问数:  619
  • HTML全文浏览量:  193
  • PDF下载量:  386
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-08-14
  • 刊出日期:  2020-02-25

目录

    /

    返回文章
    返回