详情

原文传递 Estimating Queue Length for Contraflow Left-Turn Lane Design at Signalized Intersections

题名：	Estimating Queue Length for Contraflow Left-Turn Lane Design at Signalized Intersections
正文语种：	英文
作者：	Pan Liu, Ph.D.1; Jiaming Wu2; Huaguo Zhou, Ph.D.3; Jie Bao4; Zhao Yang, Ph.D.5
作者单位：	1Professor, Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China (corresponding author). 2Ph.D. Candidate, Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China. 3Professor, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849-5337. 4Ph.D. Candidate, Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China. 5Assistant Professor, National Key Laboratory of Air Traffic Flow Management, College of Civil Aviation, Nanjing Univ. of Aeronautics and Astronautics, Jiangjun Rd. No. 29, Nanjing 211106, China.
关键词：	Queue length; Signalized intersection; Unconventional design; Contraflow left-turn lane; Logit model; Driver behavior
摘要：	An unconventional left-turn treatment called contraflow left-turn lane (CLL) design has been increasingly used in China to relieve traffic congestion associated with left-turn movements at signalized intersections. This study proposed a procedure for estimating the left-turn queue length at signalized intersections with the CLL design. Field data were collected at six approaches at five signalized intersections in the city of Handan, China, and 40 h of traffic data were recorded. A binary logit model was developed to estimate the probability of a driver stopping at the presignal when there are still vacant spaces in the conventional left-turn lane between the main and presignals. A modified shockwave-based method was then proposed for estimating the maximum left-turn queue length for the signalized intersections with the CLL design by considering the unique queuing behavior at the presignal. Sensitivity analyses were conducted to identify the impacts of the key parameters in the proposed queue length model on the maximum left-turn queue length. The results suggest that the effective red time duration, the offset between the main and presignals, and the queuing behavior of left-turning vehicles at the presignals greatly affect the maximum left-turn queue length. The proposed queue-length model was validated with the field data considering varying left-turn traffic demands. The results indicated that the proposed model provides reasonable estimates for the maximum left-turn queue length at the signalized intersections with the CLL design. A procedure was also proposed to help determine the minimum distance between the upstream and downstream signalized intersections for the deployment of the CLL design.
出版年：	2019
期刊名称：	Journal of Transportation Engineering
卷：	145
期：	6
页码：	1-9