Spiral tunnel driving and cognitive load: An eye-tracking investigation into tunnel geometry and traversal effects.

IF 1.9 3区 工程技术 Q3 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH
Lei Han, Huimin Zhou, Pengsen Gu, Zhigang Du
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引用次数: 0

Abstract

Objectives: Despite the increasing construction of spiral tunnels, the specific scientific problem of how their unique geometric characteristics (length and radius) and travel direction (upward vs. downward) collectively influence drivers' cognitive load remains insufficiently understood, with a lack of systematic quantification using eye movement metrics. This study aimed to evaluate and quantify the cognitive load experienced by drivers navigating spiral tunnels, focusing on addressing this gap by examining the effects of tunnel geometry and travel direction through eye movement metrics.

Methods: A naturalistic driving experiment was conducted with 30 licensed drivers in three spiral tunnels varying in length (1,330, 2,200, and 4,460 m) and radius (1,000, 850, and 700 m). Eye movement data, including fixation duration, pupil diameter, saccade duration, and saccade amplitude, were collected and analyzed to assess cognitive load.

Results: Increased tunnel length and decreased radius have been associated with greater cognitive load. Specifically, the average fixation duration in the 4,460-m-long, 700-m-radius Hankou Tunnel is 4.6% higher than that in the 2,200-m-long, 850-m-radius Liuyuan Tunnel and 12.9% higher than in the 1,330-m-long, 1,000-m-radius Nanping Tunnel. The average pupil diameter in the Hankou Tunnel is 3.5% larger than that in the Liuyuan Tunnel and 7.7% larger than in the Nanping Tunnel. The average saccade duration in the Hankou Tunnel is 14.8% longer than that in the Liuyuan Tunnel and 34.0% longer than in the Nanping Tunnel, while the average saccade amplitude in the Hankou Tunnel is 5.0% smaller than that in the Liuyuan Tunnel and 14.0% smaller than in the Nanping Tunnel. Drivers have also experienced higher cognitive load during upward traversal compared to downward traversal, with the average fixation duration during upward traversal being 10.0% higher than that during downward traversal, the average pupil diameter during upward traversal being 4.0% larger than that during downward traversal, the average saccade duration during upward traversal being 10.6% longer than that during downward traversal, and the average saccade amplitude during upward traversal being 5.5% smaller than that during downward traversal. No significant interaction effects have been observed among tunnel length, radius, and travel direction on the eye movement metrics.

Conclusions: Optimizing tunnel design is crucial to minimizing cognitive demands on drivers. Shorter and wider tunnels are recommended, and design features such as enhanced lighting and improved signage should be considered to mitigate the additional cognitive load of uphill driving. These findings have significant implications for enhancing driver safety and performance in spiral tunnels.

螺旋隧道驾驶和认知负荷:对隧道几何形状和穿越效应的眼动追踪研究。
尽管螺旋隧道的建设越来越多,但其独特的几何特征(长度和半径)和行驶方向(向上与向下)如何共同影响驾驶员的认知负荷的具体科学问题仍然没有得到充分的理解,缺乏使用眼动指标的系统量化。本研究旨在评估和量化驾驶员在螺旋隧道中所经历的认知负荷,并通过眼动指标研究隧道几何形状和行驶方向的影响,重点解决这一差距。方法:30名有驾照的司机在三个长度(1,330、2,200和4,460 m)和半径(1,000、850和700 m)不同的螺旋隧道中进行自然驾驶实验。收集眼球运动数据,包括注视时间、瞳孔直径、扫视持续时间和扫视幅度,并进行分析以评估认知负荷。结果:隧道长度增加和半径减小与认知负荷增加有关。其中,长4460米、半径700米的汉口隧道的平均固定时间比长2200米、半径850米的柳源隧道的平均固定时间高4.6%,比长1330米、半径1000米的南坪隧道的平均固定时间高12.9%。汉口隧道的平均瞳孔直径比柳源隧道大3.5%,比南坪隧道大7.7%。汉口隧道的平均眼跳持续时间比柳源隧道长14.8%,比南坪隧道长34.0%,而平均眼跳振幅比柳源隧道小5.0%,比南坪隧道小14.0%。驾驶员在上行穿越时的认知负荷高于下行穿越时,上行穿越时的平均注视时间比下行穿越时高10.0%,上行穿越时的平均瞳孔直径比下行穿越时大4.0%,上行穿越时的平均扫视时间比下行穿越时长10.6%。上行时的平均扫视幅度比下行时小5.5%。隧道长度、半径和移动方向对眼动指标没有显著的交互作用。结论:优化隧道设计对降低驾驶员认知需求至关重要。建议采用更短和更宽的隧道,并应考虑加强照明和改进标志等设计特点,以减轻上坡驾驶带来的额外认知负荷。这些研究结果对提高螺旋隧道驾驶员的安全性能具有重要意义。
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来源期刊
Traffic Injury Prevention
Traffic Injury Prevention PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH-
CiteScore
3.60
自引率
10.00%
发文量
137
审稿时长
3 months
期刊介绍: The purpose of Traffic Injury Prevention is to bridge the disciplines of medicine, engineering, public health and traffic safety in order to foster the science of traffic injury prevention. The archival journal focuses on research, interventions and evaluations within the areas of traffic safety, crash causation, injury prevention and treatment. General topics within the journal''s scope are driver behavior, road infrastructure, emerging crash avoidance technologies, crash and injury epidemiology, alcohol and drugs, impact injury biomechanics, vehicle crashworthiness, occupant restraints, pedestrian safety, evaluation of interventions, economic consequences and emergency and clinical care with specific application to traffic injury prevention. The journal includes full length papers, review articles, case studies, brief technical notes and commentaries.
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