无信号交叉口的临界车头距-文献综述

D. Radovic, V. Bogdanović, B. Marić
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引用次数: 1

摘要

临界车头时距是决定车辆容量和服务水平的主要交通流量参数之一。采用推荐的临界车头时距值会导致不准确的运力估计和糟糕的投资决策。因此,为了反映驾驶员的真实行为和某一地区或国家的真实交通状况,车头时距的估计值要尽可能精确和准确,这是非常重要的。本文提供了一个综合的选择的研究,其中的关键车头是根据实际数据收集在无信号交叉口估计。本文的目的是总结影响车头接受概率因素的主要结果和结论,以及最常用的估计车头接受概率的方法。对关键进展进行分析的研究的详细搜索显示,到目前为止还没有发表关于所分析的十字路口的评论论文。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CRITICAL HEADWAY AT UNSIGNALIZED INTERSECTIONS - LITERATURE REVIEW
: The critical headway is one of key traffic flow parameters for determining the capacity and level of service. The adoption of recommended critical headway values leads to inaccurate capacity estimation and poor investment decisions. Therefore, it is very important that the estimated values of this headway be as precise and accurate as possible in order to reflect the real behavior of drivers and real traffic conditions of a certain area or country. This paper provides a synthesis of selected studies in which the critical headway was estimated on the basis of real data collected at unsignalized intersections. The aim of this paper is to summarize the key results and conclusions related to the factors influencing the probability of accepting a headway and the most commonly used methods for its estimation. A detailed search of studies in which critical headways were analyzed revealed that no review paper on the analyzed intersections has been published so far.
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