吉林大学学报(工学版)

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两相位交叉口左转车通行能力计算方法

王殿海1,2,孙锋3,金盛1

  

  1. 1.吉林大学 交通学院,长春 130022; 2.大连交通大学 交通运输工程学院,辽宁 大连 116028; 3.山东理工大学 交通学院,山东 淄博 255049
  • 收稿日期:2006-08-29 修回日期:2006-10-12 出版日期:2007-07-01 发布日期:2007-07-01
  • 通讯作者: 王殿海

Method of computing left-turn vehicle traffic capacity at two-phase intersection

Wang Dian-hai1,2, Sun Feng3, Jin Sheng1

  

  1. 1.College of Transportation,Jilin University, Changchun 130022,China; 2.School of Traffic and Transpotation, Dalian Jiaotong University,Dalian 116028,China; 3. College of Transportation,Shangdong University of Technology, Zibo 255049,China
  • Received:2006-08-29 Revised:2006-10-12 Online:2007-07-01 Published:2007-07-01
  • Contact: Wang Dian-hai

摘要:

针对传统的左转车通行能力计算方法中存在的问题,对无信号交叉口的可插车间隙理论模型进行了改进,建立了具有部分优先权的可插车间隙理论模型。通过实例对模型中的参数进行了标定,标定出具有部分优先权的左转车临界间隙为3.4 s,并代入模型计算出了左转车的通行能力,与传统模型相比,此模型的计算结果更符合实际,其平均相对误差为16.47%。

关键词: 道路交通工程, 两相位交叉口, 部分优先权, 通行能力, 临界间隙

Abstract: Aiming at the defects of the traditional method of computing the leftturn vehicle traffic capacity, the existing model for the gap acceptance at the intersection without traffic signal was improved and a new model was developed for the leftturning crossing the opposite through vehicles with limited priority. The proposed model was calibrated by the field data, resulting in that the critical gap of the left-turn vehicles is 3.4 s. The leftturn vehicle traffic capacity was computed with the gap. Compared with the traditional model, the proposed model appears closer to the reality, its average relative error is 16.47%.

Key words: road transportation engineering, two-phase intersection, limited priority, traffic capacity, critical gap

中图分类号: 

  • U491.2
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