Influence of Texture on Drainability, Splash and Spray in Flexible Pavements

Jose Manuel Sanz Garcia, Manuel Romana Garcia, Jose Antonio Ramos Garcia
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Abstract

Although the splash and spray phenomenon produced by heavy trucks on road pavements is not a significant issue in relation to traffic safety, it may cause considerable inconveniences for those driving cars or motorbikes. This paper addresses the issue of pavement engineering with regard to surface characteristics; particularly pavement texture and its influence on water mobilization and projection in conditions of wet weather and heavy traffic. Considering the theoretical concept of pavement macrotexture, the analysis starts with the hypothesis concerning a relationship between Mean Profile Depth (MPD) and water splashed during rain. In order to focus on the impact of texture on splash and spray, a field experiment was carried out to test the hypothesis using 5 test tracks on a range of different pavement textures. The experiment was performed using a Traffic Speed Drain Meter (TSDM), which is a new drainability survey device presented to PIARC for approval. This equipment employs the laser and image technology and allows one to simultaneously obtain MPD and water splash data. The results of drainability and MPD were compared for each test track. Having analysed the pavements with different MPD ranges in the experiment, it has been concluded that MPD and water splashed apparently have an inversely proportional relationship. In addition, the TSDM proved to be a suitable equipment (repeatability) at an affordable cost (high performance of data collection). Finally, it has been concluded that there is a way to reduce splash and spray adjusting the infrastructure rather trying to solve the issue modifying vehicle moving modes. Therefore, if the issue is properly addressed by civil engineers and road managers, road safety in the areas of heavy rain may be improved at an affordable cost. The experiment presented here is considered a starting point opening the path for further research.
柔性路面纹理对排水、飞溅和喷雾性能的影响
虽然重型卡车在道路上产生的飞溅和喷雾现象对交通安全来说不是一个重大问题,但它可能给驾驶汽车或摩托车的人带来相当大的不便。本文讨论了路面工程中关于路面特性的问题;特别是路面纹理及其在潮湿天气和繁忙交通条件下对水动员和投射的影响。考虑路面宏观结构的理论概念,从路面平均剖面深度(MPD)与雨中溅水关系的假设入手进行分析。为了研究路面纹理对飞溅和喷雾的影响,在不同路面纹理的5条测试轨道上进行了现场试验。实验使用的是交通速度排水仪(TSDM),这是一种新的排水能力测量设备,已提交PIARC审批。该设备采用激光和图像技术,可以同时获得MPD和溅水数据。对各测试道的排水性和MPD结果进行了比较。通过对实验中不同MPD范围的路面进行分析,得出MPD与溅水明显成反比关系的结论。此外,TSDM证明是一种合适的设备(可重复性),成本低廉(数据收集的高性能)。最后得出结论,与其试图通过改变车辆的移动方式来解决问题,不如通过调整基础设施来减少飞溅和喷雾。因此,如果土木工程师和道路管理人员妥善处理这个问题,大雨地区的道路安全可能会以可承受的成本得到改善。这里提出的实验被认为是一个起点,为进一步的研究打开了道路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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