[1]林文燔.相邻近距桥头交叉口信控协调优化[J].黎明职业大学学报,2019,(03):83-87.[doi:10.13446/j.cnki.jlvu.201907009]
 LIN Wenfan.Coordination and Optimization of Signal Control atAdjacent Bridge Intersections[J].Journal of Liming Vocational University,2019,(03):83-87.[doi:10.13446/j.cnki.jlvu.201907009]
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相邻近距桥头交叉口信控协调优化()
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黎明职业大学学报[ISSN:1008-8075/CN:35-1212/G4]

卷:
期数:
2019年03期
页码:
83-87
栏目:
出版日期:
2019-09-20

文章信息/Info

Title:
Coordination and Optimization of Signal Control atAdjacent Bridge Intersections
文章编号:
1008-8075(2019)03-0083-05
作者:
林文燔
(黎明职业大学 信息与电子工程学院,福建 泉州 362000)
Author(s):
LIN Wenfan
(College of Information and Electronic Engineering, Liming Vocational University, Quanzhou 362000, China)
关键词:
桥头交叉口 协调控制系统 Synchro软件 信控优化
Keywords:
bridge intersections coordination control system Synchro signal timing optimization
分类号:
TN 876
DOI:
10.13446/j.cnki.jlvu.201907009
文献标志码:
A
摘要:
为提高相邻近距桥头的通行能力,减少桥面车辆排队和排队车辆的制动等影响,以泉州市德化县龙津桥两端交叉口为例,以排队长度、路段平均行程速度等为目标评价指标,借助Synchro仿真软件进行分析评价。在单点信控优化的基础上,根据高峰时段的交通量和交通管理措施,采取“双向绿波”的信号协调控制优化策略,建立优化的信号协调控制系统。
Abstract:
In order to improve the traffic capacity of intersections and reduce the influence of vehicle queuing and braking of queuing vehicles, this paper, taking Dehua Longjin Bridge as an example, the queue length and average travel speed of the sections as evaluation index, with the Synchro simulation software for analysis and evaluation, studies the traffic signal timing optimization method of such intersections near the two ends of the bridge. On the basis of optimizing the single-point signal timing, and analysing the traffic volume and management measures in morning peak hours, a“two-directions green wave” signal coordination control optimization strategy is adopted, so as to establish an optimized signal coordination control system.

参考文献/References:

[1] 郭建钢,林文燔,陈必太,等.基于Synchro的厦门市白鹭洲路信号协调控制的优化设计[J].华东交通大学学报,2013,30(3):50.[2] 姚世瑞,郭建钢,陈黎明,等.施工期间考虑非机动车干扰的交叉口配时设计[J].莆田学院学报,2016,23(2):90.[3] 陈俊,翁小雄,李莹.城镇桥梁两端交通拥堵现状及对策研究[J].公路与汽运,2016(4):47.[4] 姚世瑞,郭建钢,陈黎明,等.桥梁两端交叉口信号协调控制与碳排放关系研究[J].公路与汽运,2016(4):44.[5] GUO J G,QIU M H,CHEN B T.Study on the Secondary Starting Model Used in a Large Y-shaped Intersection[J].Applied Mechanics and Materials,2012,253-255:1797.[6] 陈金山,陈黎明,张华,等.基于碳排放的城市干道信号协调控制[J].莆田学院学报,2016,23(5):100.[7] 陈黎明,叶珍,郭建钢,等.桥头交叉口引道运行状况与排放关系研究[J].哈尔滨商业大学学报(自然科学版),2018,34(1):78.[8] 邓兴婷.基于Synchro-VISSIM的干线协调控制优化研究[J].交通标准化,2014,42(17):17.

备注/Memo

备注/Memo:
收稿日期:2019-06-27作者简介:林文燔(1989-),男,助教,主要从事电子技术、交通运输工程研究。
更新日期/Last Update: 2019-09-20