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作 者:俞怡 曾佳棋 王殿海[1] YU Yi;ZENG Jia-qi;WANG Dian-hai(College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China)
出 处:《浙江大学学报(工学版)》2022年第6期1241-1248,共8页Journal of Zhejiang University:Engineering Science
基 金:国家自然科学基金资助项目(52131202,61773338,52072340);山东省重大科技创新工程项目(2019TSLH0203)。
摘 要:基于交通波模型,提出利用车牌识别数据估计城市道路自由流行程时间.无需额外架设检测器或现场测算,所提方法具备准确性、科学性、实用性的特点.基于车辆均匀到达的假设,将行程时间分为自由流行程时间和延误,建立信号影响下的路段行程时间分布函数.针对现实环境中车流非均匀到达的特点,提出数据重采样方法生成符合均匀流假设的行程时间数据;拟合行程时间分布函数以获得路段自由流行程时间.在杭州市多个路段的数据验证结果表明,重采样后的行程时间数据较好地拟合了行程时间分布模型,估得的自由流行程时间准确且具备理论支撑.Based on traffic wave theory,free-flow travel time in urban areas was estimated using plate recognition data.The proposed method was accurate,scientific and practical with no need for additional detectors or on-site calculations.With the hypophysis of uniform arrival,travel time was divided into free-flow travel time and delay,and a travel time distribution function was constructed in the traffic signal environment.To solve the non-uniform arrival problem in urban traffic,a data resampling method was proposed to generate travel time data that obey the uniform flow assumption.By fitting the travel time distribution function,the free-flow travel time was estimated.The approach was verified in Hangzhou,China.Results showed that the travel time data after resampling fits the travel time distribution model well.The estimated free-flow travel time is accurate and has fully theoretical support.
关 键 词:自由流行程时间 行程时间分布 数据重采样 城市道路
分 类 号:U491[交通运输工程—交通运输规划与管理]
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