Modeling of Effective Parameters for Capacity Prediction at Signalized Intersection Lanes

M. Aydın
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Abstract

Current capacity manuals do not allow comprehensively evaluating negative effects on lane capacity caused by undisciplined vehicle movements and lane utilization, such as failure to obey distance rules, lane blockage caused by roadside parking effect, formation of an extra lane using in the emergency lane, etc., which are mostly observed in undeveloped and developing countries. Irregularities of the traffic flow caused by undisciplined movements and lane utilization result in decreased capacity or traffic change on the urban lanes. To overcome this problem, a lane-based study was carried out to determine the relation among effective parameters and their effect on lane capacity. In order to model the impact of these parameters, a comprehensive study was conducted in two cities in Turkey. Two different methods (statistical analysis and metaheuristic search algorithm) were used for this purpose and new more reasonable lane capacity estimation models (ALLCEM-1 and ALLCEM-2) were developed by examining all local conditions. The results proved that both examined methods are effective in modelling lane capacity of signalized intersections. It was also found that such parameters as the type of intersection (either a roundabout or not), effective green time, saturation flow rate, traffic volume, heavy vehicle ratio, and the number of actively used lanes have a major impact on the accuracy of prediction of road capacity.
信号交叉口车道通行预测的有效参数建模
目前的通行能力手册不能全面评价车辆无纪律行驶和车道使用对车道通行能力造成的负面影响,如不遵守距离规则、路边停车效应造成车道堵塞、在应急车道上形成额外车道等,这些情况主要发生在不发达国家和发展中国家。由于车辆的无序行驶和车道的无序使用,导致交通流的不规范,导致城市车道的通行能力下降或交通变化。为了解决这一问题,开展了基于车道的研究,确定了有效参数之间的关系及其对车道通行能力的影响。为了模拟这些参数的影响,在土耳其的两个城市进行了一项全面的研究。为此采用了两种不同的方法(统计分析和元启发式搜索算法),并通过检查所有当地条件,开发了新的更合理的车道容量估计模型(ALLCEM-1和ALLCEM-2)。结果表明,两种方法均能有效地模拟信号交叉口的车道通行能力。研究还发现,交叉口类型(是否为环形交叉口)、有效绿灯时间、饱和流率、交通量、重车比、活跃车道数等参数对道路通行能力预测的准确性有重要影响。
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