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基于积水高度的下凹桥区交通信号实时控制仿真模拟OA北大核心CSTPCD

Analogue simulation of real-time traffic signal control in bridge concave area based on waterlogging height

中文摘要英文摘要

针对目前各大城市下凹桥区降雨积水情态与交通管控无法联动,且下凹桥区降雨积水时交通安全及应急处理处置缺失的问题,系统地解析下凹桥区降雨积水水位感知、安全警示标识和交通信号管控的具体形式,确定下凹桥区周边交通路口相位信号配时的调控模式,进而建立基于积水高度的下凹桥区交通实时控制系统,并采用交通仿真测试环境模拟评估下凹桥区周边交叉口相位信号配时优化方案在不同积水高度条件下的适应性和改善效果.结果表明:降雨天气将增加下凹桥区周边交叉口整体的延误和排队长度,而相位信号配时优化能有效提高下凹桥区周边交叉口的车辆通行能力,提升交叉口整体服务水平,降低降雨天气对交叉口交通带来的不利影响.

At present,there is no linkage between the ponding mode and traffic control of bridge concave ar-ea in major cities,and the traffic safety and emergency treatment are missing when bridge concave area is ponding.This paper systematically analyzed the specific forms of waterlogging level perception,safety warning signs and traffic signal control of bridge concave area in rainfall.Meanwhile,the control mode of the phase signal timing of the traffic intersection around the bridge concave area was determined,so as to establish the real-time traffic control system of the bridge concave area based on water height.In the paper,the traffic simulation test environment was adopted to simulate and evaluate the adaptability and improve-ment effect of the phase signal timing optimization scheme at the intersection around the bridge concave ar-ea under different waterlogging heights.The results show that the rain increases the overall concave sur-rounding the bridge intersection delays and queue length,and phase signal timing optimization can effec-tively improve the concave around bridge intersection traffic capacity and the whole service level crossings,and reduce negative influence of intersection traffic rainfall weather,but can't change the intersection delay and queue length growth trend.

张岳;黄鹏;尚巍;葛铜岗;田腾飞;张玮嘉

中国市政工程华北设计研究总院有限公司,天津 300074

安全科学

下凹桥区城市内涝交通实时控制积水高度相位信号配时仿真模拟

bridge concave areaurban waterloggingreal-time traffic controlwaterlogging heightphase signal timing plananalogue simulation

《安全与环境工程》 2024 (004)

109-115,132 / 8

国家重点研发计划项目(2021YFC3001403);中国建设科技集团科技创新基金项目(Z2021Q16)

10.13578/j.cnki.issn.1671-1556.20221391

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