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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2012  >  12(4): 75-82
LONG Xue-qin, GUAN Hong-zhi, QIN Huan-mei. Calculation model of maximum travel distance on urban road[J]. Journal of Traffic and Transportation Engineering, 2012, 12(4): 75-82. doi: 10.19818/j.cnki.1671-1637.2012.04.010
Citation: LONG Xue-qin, GUAN Hong-zhi, QIN Huan-mei. Calculation model of maximum travel distance on urban road[J]. Journal of Traffic and Transportation Engineering, 2012, 12(4): 75-82. doi: 10.19818/j.cnki.1671-1637.2012.04.010
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Calculation model of maximum travel distance on urban road

doi: 10.19818/j.cnki.1671-1637.2012.04.010

  • Key Lab of Transportation Engineering of Beijing, Beijing University of Technology, Beijing 100124, China

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  • Author Bio:

    LONG Xue-qin (1982-), female, doctoral student, +86-10-67396182, xueqinangel@163.com

    GUAN Hong-zhi (1959-), male, professor, PhD, +86-10-67391980, hguan@bjut.edu.cn

  • Received Date: 2012-01-04
  • Publish Date: 2012-08-25
    Abstract
  • In order to reflect the influence of traffic accident delay on route choice for traveler reasonably, traffic accident delay model under random state was put out.The uncertain factors of traffic accident such as randomness, duration and road capacity were introduced into traffic assignment model, and the route choice model was modified.The maximum preponderant travel range of each grade road was analyzed.According to the modified route choice model, successive traffic assignment method was adopted.The turnovers and travel distances of all grade roads were got, and the travel distances were compared with the travel distances while traffic accident delay was not considered.Analysis result shows that while traffic accident delay is considered, the maximum travel distances of brunch, secondary primary road, main road and expressway are 2.000, 2.946, 4.054 and 5.963 km respectively.While traffic accident delay is not considered, the maximum distances of those roads are 2.000, 3.000, 6.000 and 10.000 km respectively.Traffic accident delay is the significant factor for traveler route choice.While traffic accident delay is considered, the maximum travel distances of higher grade roads decrease.Compared with the conventional route choice models, the proposed model is better.

     

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