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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2008  >  8(1): 78-82
ZHANG Ning, CHEN Kai, GAO Chao-hui, HUANG Wei. Site planning method of u-turn followed by right-turn based on microsimulation[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 78-82.
Citation: ZHANG Ning, CHEN Kai, GAO Chao-hui, HUANG Wei. Site planning method of u-turn followed by right-turn based on microsimulation[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 78-82.
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Site planning method of u-turn followed by right-turn based on microsimulation

  • 1.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

  • 2.

    Institute of Highway Planning, Survey and Design, Department of Communications of Sichuan Province, Chengdu 610041, Sichuan, China

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  • Author Bio:

    Zhang Ning(1972-), male, PhD, associate professor, + 86-25-83793131, ningzhang-1972@yahoo.com.cn

  • Received Date: 2007-08-12
  • Publish Date: 2008-02-25
    Abstract
  • In order to improve the efficiency of u-turn followed by rlght-turn based on ensuring the running safety of vehicles, its application conditions were analyzed, its typical application environment was difined, and two theoretical planning methods were put forward based on referring to overseas correlative specification and intersectional signal timing design method respectively. In typical application environment, the methods were evaluated by using microsimulation software. Simulation result shows that compared with left-turn, the average delays of u-turn reduce by 3.8 and 6.8 s respectively. Obviously, optimizing intersectional signal timing based on referring to correlative specification can ensure traffic safety and improve traffic efficiency.

     

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