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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2010  >  10(6): 121-126
HAN Yin, ZHANG Nan, MA Wan-da, CHI Yu-pin. Delay models of right-turning vehicle crossing through pedestrian flow[J]. Journal of Traffic and Transportation Engineering, 2010, 10(6): 121-126. doi: 10.19818/j.cnki.1671-1637.2010.06.020
Citation: HAN Yin, ZHANG Nan, MA Wan-da, CHI Yu-pin. Delay models of right-turning vehicle crossing through pedestrian flow[J]. Journal of Traffic and Transportation Engineering, 2010, 10(6): 121-126. doi: 10.19818/j.cnki.1671-1637.2010.06.020
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Delay models of right-turning vehicle crossing through pedestrian flow

doi: 10.19818/j.cnki.1671-1637.2010.06.020
  • 1.

    School of Business, University of Shanghai for Science and Technology, Shanghai 200093, China

  • 2.

    Shanghai Ji'an Transportation Consulting Co., Ltd., Shanghai 200092, China

  • 3.

    Suzhou Urban Planning and Design Institute Co., Ltd., Suzhou 215006, Jiangsu, China

More Information
  • Author Bio:

    HAN Yin(1964-), male, professor, PhD, +86-21-65711124, hanyin2000@sina.com

  • Received Date: 2010-07-01
  • Publish Date: 2010-12-25
    Abstract
  • Based on the different characteristics of stochastic and congestion dispersing processes for pedestrian flows, two kinds of right-turning vehicle's delay models were defined by using stochastic distribution theory, and the delay characteristics during vehicle crossing pedestrian flow were analyzed. The crossing process of right-turning vehicle was simulated by using Vissim software, and the simulation delay value was compared with that of the delay models. Analysis result shows that when the length of pedestrian congestion dispersing time is 10 s, the length of pedestrian stochastic dispersing time is 15 s, each interval between pedestrians is 5 s, and pedestrian flow reaches 1 100 persons per hour, the deviation of the delay models is only 0.2 s, so the models are feasible.

     

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