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Surface drainage evaluation of asphalt pavement using a new analytical water film depth model

机译:新型分析水膜深度模型沥青路面的表面排水评价

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Water film formed on the pavement surface would cause potential hydroplaning, so evaluation of pavement drainage is critical in the pavement safety analysis. However, the widely used water film depth (WFD) models are empirical models. The empirical data contributing to model development and the storm design of the empirical models limit their application scope and reduce their accuracy. This study develops an analytical WFD model by simulating the dynamic of the sheet flow on the pavement surface. Pavement permeability, texture, and geometry combined with rainfall coefficient are considered as the intervening factors on WFD. The proposed new analytical WFD model assists in capturing the highest intensity and covers the impacts of accumulated rainwater on WFDs. In order to acquire the rainfall data and the field WFDs data for the model application and validation, Pavement Drainage Measuring Instrument is developed in this study. Indeed, pavement texture, pavement slope, and pavement permeability are measured by LS-40 surface texture analyser, SurPro3500 walking profiler, and seepage instrument, respectively. Subsequently, a case study of WFD prediction on 10 test sites is provided based on the new analytical WFD model and the two widely used WFD models (PAVDRN and Gallaway model). Finally, a validation test is conducted by comparing the predicted WFDs with the field measured WFD (reference). The results from Kendall correlation method illustrate that the proposed new analytical WFD model (correlation coefficient of 0.7433) is more accurate in WFDs prediction for asphalt pavement than the PAVDRN model (correlation coefficient of 0.3343) and the Gallaway model (correlation coefficient of 0.4201). The new analytical WFD model can be applied by transportation agencies for pavement drainage evaluation.
机译:在路面表面上形成的水膜会导致潜在的水渗透,因此路面引流的评估在路面安全性分析中至关重要。然而,广泛使用的水膜深度(WFD)模型是经验模型。有助于模型开发和实证模型的风暴设计的经验数据限制了它们的应用范围并降低了准确性。本研究通过模拟路面表面上的纸张流动的动态来开发分析WFD模型。与降雨系数相结合的路面渗透性,质地和几何形状被认为是WFD上的介入因素。所提出的新分析WFD模型有助于捕捉最高强度,涵盖累积雨水对WFDS的影响。为了获得模型应用和验证的降雨数据和现场WFDS数据,在本研究中开发了路面排水测量仪。实际上,路面纹理,路面坡度和路面渗透率分别由LS-40表面纹理分析仪,SERICOT3500步行分析仪和渗流仪测量。随后,基于新的分析WFD模型和两种广泛使用的WFD模型(Pavdrn和Galaraway模型)提供了对10个测试站点的WFD预测的案例研究。最后,通过将预测的WFD与现场测量WFD(参考)进行比较来进行验证测试。 Kendall相关方法的结果说明所提出的新分析WFD模型(相关系数为0.7433)在比Pavdrn模型(相关系数为0.3343)和加仑模型(0.4201的相关系数)的沥青路面预测中更准确。新的分析WFD模型可通过运输机构进行路面排水评估。

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