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%。
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 %.
出处
《吉林大学学报(工学版)》
EI
CAS
CSCD
北大核心
2007年第4期767-771,共5页
Journal of Jilin University:Engineering and Technology Edition
基金
国家自然科学基金重点资助项目(50338030)
GM联合基金资助项目(50422285)
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
road transportation engineering
two-phase intersection
limited priority
traffic capacity
critical gap