Volume 21 Issue 2
Aug.  2021
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2021  >  21(2): 200-208
CUI Hong-jun, WANG Yu-bo, ZHU Min-qing, LI Xia. Influence of tunnel group light-dark conversion on dark reaction time[J]. Journal of Traffic and Transportation Engineering, 2021, 21(2): 200-208. doi: 10.19818/j.cnki.1671-1637.2021.02.017
Citation: CUI Hong-jun, WANG Yu-bo, ZHU Min-qing, LI Xia. Influence of tunnel group light-dark conversion on dark reaction time[J]. Journal of Traffic and Transportation Engineering, 2021, 21(2): 200-208. doi: 10.19818/j.cnki.1671-1637.2021.02.017
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Influence of tunnel group light-dark conversion on dark reaction time

doi: 10.19818/j.cnki.1671-1637.2021.02.017
  • 1.

    School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China

  • 2.

    School of Architecture and Art Design, Hebei University of Technology, Tianjin 300401, China

Funds:

National Natural Science Foundation of China 51678212

Technology Innovation Guidance Program of Hebei Province 19970808D

Natural Science Foundation of Hebei Province E2019202449

Innovation Capability Improvement Program of Hebei Province 20557672D

More Information
  • Author Bio:

    CUI Hong-jun(1974-), male, professor, PhD, cuihj1974@126.com

  • Corresponding author: ZHU Min-qing(1975-), female, professor, 992966624@qq.com
  • Received Date: 2020-10-02
  • Publish Date: 2021-04-01
    Abstract
  • The dark reaction time of 42 subjects with light-dark conversion times was measured in the designed darkroom, and the variations of dark reaction time of drivers under the influencing factors such as light-dark conversion times, tunnel type, and connecting-section type were researched. Dark reaction time of drivers with various influencing factors was analyzed by using the generalized linear and linear mixed models through repeated measurements. The interactive effects of light-dark conversion times, tunnel type, and connecting-section type on dark reaction timed of drivers were studied based on the influences of tunnel and connecting-section types on the variation rate of dark reaction time of drivers. A linear mixed model of light-dark conversion times, tunnel type, and connecting-section type was established. Analysis results show that dark reaction time of drivers decreases significantly with the increase of light-dark conversion times, reaches the minimum value and tends to become stable after three light-dark conversions. Light-dark conversion times, tunnel type, and connecting-section type have significant interactive effect on dark reaction time of drivers. As the number of light-dark conversion increases, tunnel length and connecting section are positively and negatively correlated with the reduction rate of dark reaction time, respectively. The more the light-dark conversion times and shorter connecting section length, the higher the error rate of driver recognition in darkness. The more the light-dark conversion times, shorter connecting section length, and longer tunnel length, the shorter the dark reaction time of drivers, which is more conducive to traffic safety. However, frequent light-dark conversion and extremely short connecting section reduce the driver cumulative recognition accuracy in darkness, which poses a safety hazard. 6 tabs, 5 figs, 31 refs.

     

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