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首页> 外文期刊>Journal of Hydrology >DEM-CFD simulation on clogging and degradation of air voids in double-layer porous asphalt pavement under rainfall
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DEM-CFD simulation on clogging and degradation of air voids in double-layer porous asphalt pavement under rainfall

机译:降雨下双层多孔沥青路面空隙堵塞和降解的DEM-CFD仿真

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摘要

With the increasing awareness of the environmental challenges, the porous asphalt pavement has shown greater interests in terms of stormwater management, underground water quality improvement, mitigation of heat-island effect, and reduction of traffic noise. However, these environmental benefits will deteriorate once the porous asphalt pavement is clogged by particles. The aim of this study was using the discrete element method coupled with computational fluid dynamics (DEM-CFD) model to numerically reveal the clogging development in the porous asphalt pavement under rainfall, considering the climate, air voids of the pavement, flow rate, mass of clogging materials, and pavement structure. The degradation of air voids in the double-layer porous asphalt pavement under gravity and/or rainfall was predicted. The results demonstrated that the clogging evolves through four stages, namely rapid clogging, slow clogging, partial recovery, and clogging stability in the pavement under rainfall. The effects of the climate, air voids, mass of clogging materials, and pavement structure on the clogging development are significant. Flow rate imposes negligible effect on clogging evolution in the porous pavement. All factors induce impacts on clogging rate and the distribution frequency of clogging particles in the pavement. Additionally, after clogging, air voids in the double-layer porous asphalt pavement is reduced by 0.8% in the sunny days and 0.55% in the rainy days. The findings in this study contribute to the design and maintenance of the double-layer porous asphalt pavement with superior environmental benefits.
机译:随着人们对环境挑战的日益认识,多孔沥青路面在雨水管理、改善地下水质量、缓解热岛效应和降低交通噪声方面表现出了更大的兴趣。然而,一旦多孔沥青路面被颗粒堵塞,这些环境效益就会恶化。本研究的目的是使用离散元法结合计算流体力学(DEM-CFD)模型,在考虑气候、路面空隙率、流速、堵塞材料质量和路面结构的情况下,数值揭示降雨条件下多孔沥青路面中的堵塞发展。预测了双层多孔沥青路面在重力和/或降雨作用下的空隙率退化。结果表明,在降雨条件下,路面的堵塞分为快速堵塞、缓慢堵塞、部分恢复和堵塞稳定性四个阶段。气候、空隙率、堵塞材料质量和路面结构对堵塞发展的影响是显著的。流速对多孔路面的堵塞演变影响可忽略不计。所有这些因素都会对堵塞率和堵塞颗粒在路面中的分布频率产生影响。此外,堵塞后,双层多孔沥青路面的空隙率在晴天减少0.8%,在雨天减少0.55%。本研究结果有助于双层多孔沥青路面的设计和维护,具有良好的环境效益。

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