吉林大学学报(工学版) ›› 2026, Vol. 56 ›› Issue (7): 1904-1914.doi: 10.13229/j.cnki.jdxbgxb.20241361

• 交通运输工程·土木工程 • 上一篇    

基于纵向间距和亮度差的隧道群驾驶舒适度

孟云伟1(),李智鹏1,张引2,全振宇1,杨光清3,陈芳3,赖思静4,乔俊5   

  1. 1.重庆交通大学 智能综合立体交通重庆市重点实验室，重庆 400074
    2.重庆交通大学 土木工程学院，重庆 400074
    3.招商局重庆交通科研设计院有限公司 道路工程研究院，重庆 400067
    4.招商局公路信息技术（重庆）有限公司，重庆 400067
    5.中铁第四勘察设计院集团有限公司，武汉 430063
  • 收稿日期:2024-12-26 出版日期:2026-07-01 发布日期:2026-08-12
  • 作者简介:孟云伟（1980-），男，教授，博士.研究方向：道路交通安全.E-mail：ywmeng@cqjtu.edu.cn
  • 基金资助:
    国家重点研发计划项目(2022YFC3002603);重庆交通大学研究生科研创新项目(2024S0070);重庆市研究生联合培养基地建设项目(JDLHPYJD-2020029)

Driving comfort in tunnel groups based on longitudinal spacing and brightness difference

Yun-wei MENG1(),Zhi-peng LI1,Yin ZHANG2,Zhen-yu QUAN1,Guang-qing YANG3,Fang CHEN3,Si-jing LAI4,Jun QIAO5   

  1. 1.Chongqing Key Laboratory of Intelligent Integrated and Multidimensional Transportation System，Chongqing Jiaotong University，Chongqing 400074，China
    2.College of Civil Engineering，Chongqing Jiaotong University，Chongqing 400074，China
    3.Institute of Road Engineering，China Merchants Chongqing Communications Technology Research & Design Institution Co. Ltd. ，Chongqing 400067，China
    4.China Merchants Roadway Information Technology （Chongqing） Co. Ltd. ，Chongqing 400067，China
    5.China Railway Siyuan Survey and Design Group Co. Ltd. ，Wuhan 430063，China
  • Received:2024-12-26 Online:2026-07-01 Published:2026-08-12

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摘要：

为探究高速公路隧道群路段驾驶舒适度的变化规律，通过实车试验采集了隧道群路段的长度范围、各区域亮度值和驾驶人的实时心率。分析了不同纵向间距、环境亮度差与心率增长率的关系，并基于隧道群纵向间距对下游隧道路段心率增长率的影响机理，提出了隧道群心理效应的概念。利用心率增长率表征驾驶舒适度，构建了环境亮度差与纵向间距耦合作用下的驾驶舒适度模型，探究了隧道群心理效应的产生机理。研究发现，随着纵向间距的增加，驾驶人心率增长率呈先增长再下降的趋势，且较长的纵向间距会加剧下游隧道的驾驶负荷、降低舒适度；驾驶人心率增长率随着环境亮度差的增大而增加。隧道群的纵向间距与亮度差的耦合作用显著影响驾驶舒适度，环境亮度差越大，相应的发生隧道群心理效应的纵向间距范围越大。

关键词: 交通运输系统工程, 隧道群心理效应, 实车试验, 驾驶舒适度, 纵向间距, 环境亮度差

Abstract:

To investigate the variation law of driving comfort on expressway tunnel group sections， real vehicle tests were carried out to collect the tunnel section length， regional luminance， and drivers' real-time heart rate.The relationships among tunnel spacing， environmental luminance difference， and heart rate growth rate were analyzed. Based on the mechanism by which tunnel spacing affects the downstream heart rate response， the concept of the tunnel group psychological effect was proposed. Driving comfort was characterized by heart rate growth rate， and a comfort model was developed under the coupling of luminance difference and tunnel spacing. The mechanism underlying the tunnel group psychological effect was also explored. The results show that as tunnel spacing increases， the heart rate growth rate first rises and then falls. A longer tunnel spacing intensifies the driving load in downstream tunnels and reduces comfort. The heart rate growth rate increases with the environmental luminance difference. The coupling of tunnel spacing and luminance difference significantly affects driving comfort. A greater luminance difference corresponds to a wider tunnel spacing range in which the psychological effect is likely to occur.

Key words: engineering of communications and transportation system, psychological effect in tunnel group, real vehicle test, driving comfort, longitudinal distance, environmental brightness differences

中图分类号: 

  • U458.1

表1

驾驶人数据统计"

基本信息平均值标准差取值
年龄/岁36.59.824~49
驾驶年限/年11.26.45~19
驾驶里程/km91 625113 98425 600~300 000
日均驾驶时长/（h·d-1）3.11.61.0~6.0

图1

试验所用仪器"

图2

隧道群进出口"

图3

试验隧道群路段"

表2

隧道群的分布"

隧道群编号组成隧道名称及长度纵向间距/m
①中兴隧道（6 000 m）-银盘隧道（1 100 m）30
②白马隧道（3 100 m）-羊角隧道（6 656 m）80
③羊角隧道（6 656 m）-大湾隧道（2 800 m）190
④对照组董家湾隧道（1 000 m）-望江寺隧道（667 m）300

图4

隧道群路段的研究范围"

图5

试验流程"

图6

隧道群①～④的心率增长率"

图7

不同隧道群的心率增长率对比图"

图8

纵向间距与心率增长率拟合"

图9

亮度差与心率增长率的关系"

图10

环境亮度差与心率增长率拟合"

表3

聚类中心划分"

分类舒适较舒适不舒适
聚类中心23.2%24.9%26.8%

表4

隧道群路段的驾驶舒适度等级"

舒适度等级心率增长率/%驾驶负荷
舒适<24低
较舒适［24，26.3）中
不舒适≥26.3高

图11

纵向间距与环境亮度差耦合下的心率增长率"

表5

拟合及验证结果"

方法决定系数R2均方根误差RMSE/%
二维多项式函数0.93-
10折交叉验证法0.820.31

表6

发生隧道群心理效应的纵向间距范围"

序号测试时间段环境亮度差/（cd·m-2）纵向间距/m
1-500-
217：00~19：00813-
317：00~19：001 620-
49：00~11：002 100-
59：00~11：002 670［103，112）
613：00~15：003 670［76，122）
713：00~15：004 600［61，153）
8-5 000［54，160］
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