Journal of Jilin University(Engineering and Technology Edition) ›› 2025, Vol. 55 ›› Issue (12): 3885-3897.doi: 10.13229/j.cnki.jdxbgxb.20240458

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Setting method and effect evaluation of linear guiding system in highway tunnels

Yong-zheng YANG1,2(),Zhi-gang DU1,2(),Jia-lin MEI1,2   

  1. 1.School of Transportation and Logistics Engineering，Wuhan University of Technology，Wuhan 430063，China
    2.Engineering Research Center of the Ministry of Transportation Information and Safety Education，Wuhan 430063，China
  • Received:2024-04-26 Online:2025-12-01 Published:2026-02-03
  • Contact: Zhi-gang DU E-mail:yyongzheng@yeah.net;zhig_du7@163.com

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Abstract:

To improve traffic safety in highway tunnels， it is suggested to use line shaped visual guidance facilities to enhance local brightness and contrast of the tunnel， and form a linear guidance system that outlines the tunnel outline and road alignment. Firstly， set up a tunnel simulation scenario， conduct driving simulation experiments and questionnaire surveys， and analyze the impact of various linear induction facilities/systems on drivers' vision， psychology， and driving tasks； Then， explore the effects of the size， direction， continuity， and combination of various induction facilities on the optimization of visual reference frames and spatial rights-of-way perception. The results show that linear guiding system can effectively enhance the salience of the tunnel environment， reduce the difficulty of obtaining visual information， and ease the driver's nervousness. Longitudinal linear guiding facilities are conducive to clarifying the road boundary and the direction of travel， and enhancing the driver's perception of location. Vertical and horizontal linear guiding facilities help to clarify the outline of the tunnel and enhance driver's speed control. Through a reasonable combination of different linear guidance facilities， to complement the shortcomings， to achieve the overall improvement of driving safety indicators.

Key words: engineering of communication and transportation system, highway tunnels, linear guiding system, visual reference system, driving safety

CLC Number: 

  • U453.1

Fig.1

Comparison of the effect of point lighting， linear lighting and linear guiding"

Table 1

Inductive analysis of typical linear guiding facilities"

元素类型设施示例应用示例
点状信息突起路标

竖向短线段

0.2 m<长<0.5 m

矩形轮廓标

竖向中线段

0.5 m≤长<2 m

弹性交通柱

竖向长线段

2 m≤长

反光条

/竖向线形诱导标

纵向短线段

长<1.50 m

路缘短立面标记

纵向中线段

1.50 m≤长<3 m

路缘长立面标记 /横向诱导标

纵向长线段

3 m≤长

腰带线

环状信息

6 m≤长

LED轮廓带

/洞口环形立面标记

Fig.2

Spatial right-of-way and visual reference system"

Fig.3

Improvement framework of linear guiding system for tunnel traffic safety"

Table 2

Tunnel design parameters"

隧道特征设计参数
隧道类型双洞、单向三车道
隧道长度2 000 m
车道宽度3.75 m
限速60~100 km/h
建筑净空高度5 m
灯具设置方式单排、左右两侧对称设置
灯具尺寸0.3 m×0.6 m
灯具间距5 m

Fig.4

Simulation scene"

Table 3

Setting parameters of each scene"

场景设置参数备注
1.无设施—原始场景
2.突起路标车道外边线两侧，间隔10 m点状、低位诱导、近端可视
3.路缘短立面标记黄黑色，长2.5 m，宽0.2 m，倾斜45°，中心距地面0.3 m，间隔10 m纵向中线段、低位诱导、中端可视
4.竖向反光条黄绿色，长4 m，宽0.2 m，间隔50 m竖向长线段、中位诱导、中端可视
5.腰带线蓝色、宽0.3 m，中心距地面2 m纵向长线段、中位诱导、中端可视
6.LED轮廓带黄绿色，长24 m，宽0.3 m，间隔250 m环状（竖向+横向线段）、高位诱导、远端可视
7.系统 （3+5）设置参数与场景3、5相同简单线性诱导系统、低中位诱导、近中端可视
8.系统 （4+6）设置参数与场景4、6相同简单线性诱导系统、中高位诱导、中远端可视
9.系统 （2+3+4+5+6）设置参数与场景2、3、4、5、6相同复杂线性诱导系统、全高度诱导、全距离可视

Fig.5

Driving simulation and experimental equipment"

Table 4

Drivers information statistics"

性别驾驶人类型年龄平均年龄驾龄平均行驶里程

男（18人）；

女（12人）

高校师生（14人）；出租车司机（8人）；当地居民（8人）22~58 岁31.3 岁1~4年（8人）；5~8年（13人）；>8年（9人）142 000 km

Fig.6

Fixation duration distribution of each scene"

Fig.7

Improvement effect of visual information acquisition ability of each scene"

Table 5

Questionnaire score and explanation"

很清晰

/很舒适

清晰

/舒适

一般

/一般

不清晰

/紧张

很不清晰

/很紧张

54321

Fig.8

Driver's psychological survey scores in each scene"

Fig.9

Comparison of visual information acquisition ability and psychological comfort"

Fig.10

The speed distribution of each scene"

Table 6

Fitting model of each scene"

场景模型ANOVA
R2FP
1y1=-0.36+9.89e(x-92.92)2/11.070.95145.80.00*
2y2=-0.01+11.69e(x-90.04)2/8.550.98332.50.00*
3y3=0.18+10.85e(x-88.76)2/8.790.98425.90.00*
4y4=-0.01+12.82e(x-88.51)2/7.800.99557.10.00*
5y5=-0.14+10.80e(x-90.69)2/9.570.97246.50.00*
6y6=-0.05+12.59e(x-90.66)2/8.010.98526.20.00*
7y7=-0.21+11.06e(x-90.52)2/9.480.96217.40.00*
8y8=0.28+13.53e(x-89.90)2/6.880.98418.20.00*
9y9=0.21+14.02e(x-88.43)2/6.750.96205.20.00*

Fig.11

The improvement effect of speed maintenance"

Fig.12

Trajectory offset distribution of each scene"

Fig.13

Improvement effect of lane keeping"

Fig.14

Comparison of speed control and lane keeping improvement effect"

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