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连续流交叉口左转非机动车交通组织创新设计
引用本文:宋浪,王健,杨滨毓,安实. 连续流交叉口左转非机动车交通组织创新设计[J]. 交通运输系统工程与信息, 2022, 22(1): 225-233. DOI: 10.16097/j.cnki.1009-6744.2022.01.024
作者姓名:宋浪  王健  杨滨毓  安实
作者单位:1. 哈尔滨工业大学,交通科学与工程学院,哈尔滨 150090;2. 招商局重庆交通科研设计院有限公司,重庆 400067
基金项目:国家自然科学基金重大研究计划;重庆市技术创新与应用发展专项重点项目
摘    要:为解决连续流交叉口左转非机动车和直行机动车冲突问题,提出一种左转非机动车过街创新设计方案,对比常规设计和两步过街方案,将3种方案整合到一个统一的优化模型中。以交叉口机动车通过量最大为优化目标,建立混合整数非线性规划优化模型,将其转换为非线性模型以便于求解,并利用VISSIM仿真验证3种方案的运行效益。结果表明,两步过街和创新设计相对于常规设计能提升交叉口机动车通行能力,且在高流量场景下拥堵改善效果更佳,分别能降低55.58%、57.18%的机动车延误;常规设计不适用于直行机动车流量较大的场景,两步过街和创新设计不适用于左转机动车流量较大的场景;常规设计和两步过街左转非机动车流量增加,会导致机动车通行能力迅速下降,创新设计受左转非机动车流量的影响较小,在各种流量场景下适用性较好。

关 键 词:交通工程  信号控制  混合整数非线性规划  连续流交叉口  移位左转  左转非机动车  
收稿时间:2021-09-29

Innovative Design of Transportation Organization for Left-turn Non-motor Vehicles at Continuous Flow Intersection
SONG Lang,WANG Jian,YANG Bin-yu,AN Shi. Innovative Design of Transportation Organization for Left-turn Non-motor Vehicles at Continuous Flow Intersection[J]. Journal of Transportation Systems Engineering and Information Technology, 2022, 22(1): 225-233. DOI: 10.16097/j.cnki.1009-6744.2022.01.024
Authors:SONG Lang  WANG Jian  YANG Bin-yu  AN Shi
Affiliation:1. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China; 2. ChinaMerchants Chongqing Communications Technology Research & Design Institute Co. Ltd, Chongqing 400067, China
Abstract:In order to resolve the conflict between left-turn non-motor vehicles and straight- going motor vehicles atcontinuous flow intersections, an innovative design scheme is proposed for the left-turn non-motor vehicles crossingstreets. Considering the conventional design and the two- step street crossing scheme, the three schemes wereintegrated into a unified optimization model. Taking the maximum vehicle throughput at the intersection as theoptimization objective, a mixed-integer nonlinear programming optimization model was established, which wastransformed into a nonlinear model. And the operational benefits of the three schemes were verified through VISSIMsimulation. The result indicates the two-step street crossing scheme and the innovative design scheme can improve thetraffic capacity of vehicles at intersections. The improvement can be more significant in high- flow scenarios, whichreduce the vehicle delay by 55.58% and 57.18%, respectively. The conventional design is not suitable for the scenewith the large straight-going motor flow, while the two-step street crossing scheme and the innovative design are notsuitable for the scene with large left-turn motor vehicle flow. The increase of left-turn non-motor vehicle flow in thetwo- step street crossing scheme and the conventional design will lead to a rapid decline of the vehicle capacity. Theinnovative design is less affected by the left-turn non-motor vehicle flow and it has good applicability in various trafficscenarios.
Keywords:traffic engineering,signal control,mixed integer nonlinear programming,continuous flow intersection  displaced left-turn,left turn bicycles,
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