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Proposal of an Alternative Model for Speed-Flow Relationship in Two-Lane Highways

机译:关于双车道公路速度-流量关系的替代模型的建议

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A research has been carried out in two-lane highways in the Madrid Region to propose an alternative model for the speed-flow relationship using regular loop data. The model is different in shape and, in some cases, slopes with respect to the contents of Highway Capacity Manual (HCM). A model is proposed for a mountainous area road, something for which the HCM does not provide explicitly a solution. The problem of a mountain road with high flows to access a popular recreational area is discussed, and some solutions are proposed. Up to 7 one-way sections of two-lane highways have been selected, aiming at covering a significant number of different characteristics, to verify the proposed method the different classes of highways on which the Manual classifies them. In order to enunciate the model and to verify the basic variables of these types of roads a high number of data have been used. The counts were collected in the same way that the Madrid Region Highway Agency performs their counts. A total of 1.471hours have been collected, in periods of 5minutes. The models have been verified by means of specific statistical test (R2, T-Student, Durbin-Watson, ANOVA, etc.) and with the diagnostics of the contrast of assumptions (normality, linearity, homoscedasticity and independence). The model proposed for this type of highways with base conditions, can explain the different behaviors as traffic volumes increase, and follows a polynomial multiple regression model of order 3, S shaped. As secondary results of this research, the levels of service and the capacities of this road have been measured with the 2000 HCM methodology, and the results discussed. ? 2011 Published by Elsevier Ltd.
机译:在马德里地区的两车道高速公路上进行了一项研究,为使用规则回路数据的速度-流量关系提出了一种替代模型。该模型的形状有所不同,在某些情况下,根据《公路通行能力手册》(HCM)的内容,其坡度也有所不同。提出了一种针对山区道路的模型,而HCM并未对此提供明确的解决方案。讨论了通往人流量大的休闲区的人流量大的山路问题,并提出了一些解决方案。最多选择了7条双车道高速公路的单向路段,旨在涵盖大量不同的特征,以验证所提出的方法对手册进行分类的不同等级的高速公路。为了阐明模型并验证这些类型道路的基本变量,已使用了大量数据。计数的收集方式与马德里地区公路局进行计数的方式相同。 5分钟内共收集了1.471小时。该模型已通过特定的统计检验(R2,T-Student,Durbin-Watson,ANOVA等)以及假设(常规,线性,均方差和独立性)对比的诊断方法进行了验证。针对具有基本条件的这种类型的高速公路提出的模型可以解释随着交通量增加的不同行为,并遵循3阶S形的多项式多元回归模型。作为这项研究的次要结果,已使用2000 HCM方法对这条道路的服务水平和通行能力进行了测量,并对结果进行了讨论。 ? 2011年由Elsevier Ltd.出版

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