The cellular traffic capacity model of toll station square

Q2 Engineering
Yuning Bai, Kaixuan Wang, Lei Yi, Bo Peng
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引用次数: 0

Abstract

Traffic capacity is an important index to measure the operation efficiency of expressway toll stations. In order to pro-vide relevant theoretical support for accurately evaluating the congestion degree and service level of toll stations, this paper establishes a traffic capacity calculation model for the square in front of expressway toll stations based on the traditional cellular transmission method. Firstly, by dividing the square in front of the station into regular cells, the process of calculating the traffic capacity is simplified; Secondly, the capacity model of the square in front of the station is established based on cellular transmission, and a large amount of data is collected through the monitoring videos of several toll stations. The theoretical capacity of the square in front of the station is calculated by using the important parameters of the model calibrated by the measured data under different lengths of the square in front of the station and the configuration of toll lanes. Then, the simulation platform of VISSIM software is used, and many experi-ments are carried out with relevant measured data to verify the accuracy of the model in multiple scenarios. Finally, the simulation value of the capacity of the square in front of the station is obtained, and the error is calculated by using the simulation value and the calculation value. The results show that the error of the verification result is 5.19%, and the error is within the allowable range, which shows that the model is accurate and feasible. The theoretical capacity calculated by the capacity model of the square in front of the toll station established in this paper is com-pared with the actual capacity, which can be used as a standard to judge the congestion degree of the square in front of the toll station and further provide a theoretical reference for evacuation of congestion.
收费站广场的元胞通行能力模型
通行能力是衡量高速公路收费站运行效率的重要指标。为了为准确评价收费站的拥堵程度和服务水平提供相关理论支持,本文基于传统的蜂窝传输方法,建立了高速公路收费站前广场通行能力计算模型。首先,通过将站前广场划分为规则单元,简化了通行能力的计算过程;其次,基于蜂窝传输建立站前广场的通行能力模型,并通过多个收费站的监控视频采集大量数据。利用实测数据标定模型的重要参数,在不同站前广场长度和收费车道配置条件下,计算站前广场的理论通行能力。然后,利用VISSIM软件的仿真平台,结合相关实测数据进行了多次实验,验证了模型在多种场景下的准确性。最后,得到站前广场通行能力的仿真值,并利用仿真值与计算值进行误差计算。结果表明,验证结果的误差为5.19%,误差在允许范围内,表明该模型是准确可行的。通过本文建立的收费站前广场通行能力模型计算出的理论通行能力与实际通行能力进行对比,可作为判断收费站前广场拥堵程度的标准,进一步为疏散拥堵提供理论参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Archives of Transport
Archives of Transport Engineering-Automotive Engineering
CiteScore
2.50
自引率
0.00%
发文量
26
审稿时长
24 weeks
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