上埃及Sohag市信号交叉口控制延迟估算微仿真模型的标定与验证

A. Mandor, I. Hashim, Islam El-Dessoky, T. Abdel-Wahed
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引用次数: 0

摘要

本文采用宏观交通分析软件(SIDRA)和微观仿真软件包(VISSIM)来获得理论延迟时间。本文介绍了使用VISSIM软件对Sohag政府开发的模型进行校准的过程,因为微观模拟模型正成为建模交通系统的越来越重要的工具。交通模拟模型有时比传统的规划或分析模型(如SIDRA)具有显著优势。模拟模型流行的其他常见原因包括它们有吸引力的动画;它们用于捕捉真实世界交通状况的随机可变性;以及它们对复杂道路几何形状(例如城市街道和高速公路的组合系统)进行建模的能力。校准后,使用埃及索哈格省一个信号交叉口的现场数据进行了验证工作,并证明了模型对真实系统的有效性。仿真模型用于评估车道宽度和交通量参数对车辆延误的影响。对每个参数的影响进行了评估和分析。研究发现,控制延误与交通量参数成正比,与车道宽度参数成反比。此外,当交通量在不同车道宽度下达到900辆/小时及以上时,任何十字路口的交通堵塞问题都会开始出现,尤其是在9英尺处,从而导致更高的延误。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Calibration and Validation of Microsimulation Models for Estimating Control Delay at Signalized Intersections in Upper Egypt, Sohag city as case study
Macroscopic traffic analysis software (SIDRA) and microscopic simulation package (VISSIM) are used in this paper to get the theoretical delay time. The paper presents a calibration process for the models developed in Sohag government using VISSIM software, since microscopic simulation models are becoming increasingly important tools in modeling transport systems. Traffic simulation models sometimes provide significant advantages over traditional planning or analytical models, such as SIDRA. Other common reasons for the popularity of simulation models include their attractive animations; their stochastic variability for the capture of real-world traffic conditions; and their capabilities to model complex roadway geometries, such as combined systems of urban streets and freeways. After calibration, validation work using field data from a signalized intersection in Sohag Governorate, Egypt, was conducted and proved the model validity to represent real systems. The simulation model was applied to evaluate the impact of lane width and traffic volume parameters on vehicular delays. The impact of each parameter was assessed and analyzed. It was found that there is a direct proportion between the control delay and the traffic volume parameter and inversely with the lane width parameter. Additionally, the problem of traffic jam at any intersection begins to occur when the traffic volume at 900 veh /h and above at different lane widths, especially at 9 ft resulting in higher delays.
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