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Clogging of permeable pavements in semi-arid areas

机译:半干旱地区透水路面的堵塞

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摘要

In order to investigate the effect of semi-arid climate on clogging of the permeable pavements, porous concrete was chosen in this research as the proper type to apply in these areas. As the fine dust in these areas is the main cause of clogging, the pavement behavior under this condition was evaluated by the lab experiment. During the lab experiment different sub-bases (sand and stone) were also examined to see the differences in clogging process under various conditions.The results from this research shows that the wind suspended particles, as the main cause of clogging in semi-arid areas, can be washed through the pavement and cause a very slow clogging process. Comparison the results of different sub-bases shows the significant effect of the pores size in the sub-base on the clogging process. In case of higher porous sub-base, sediments can be migrated from the pavement to the sub-base easily. But in case of less porous sub-base the blocking of the interface and first layers of the sub-base can create more resistance through the flow migration. As the clogging in case of larger particles happens rapidly, therefore in order to design the pavement, average size of particles that can go through it should be taken into account.
机译:为了研究半干旱气候对通透性路面堵塞的影响,本研究选择了多孔混凝土作为适用于这些地区的合适类型。由于这些区域中的细粉尘是堵塞的主要原因,因此通过实验室实验评估了这种情况下的铺装性能。在实验室实验期间,还检查了不同的基底(沙和石),以了解在各种条件下堵塞过程的差异。研究结果表明,风悬浮颗粒是半干旱地区堵塞的主要原因可以通过人行道清洗,并造成非常缓慢的堵塞过程。比较不同基质的结果表明,基质中的孔尺寸对堵塞过程具有显着影响。如果多孔基层较高,则沉积物很容易从人行道迁移到基层。但是在多孔性较低的基层的情况下,基层的界面和第一层的阻塞会通过流动迁移产生更大的阻力。由于较大颗粒的堵塞会很快发生,因此,为了设计人行道,应考虑可以通过的平均颗粒尺寸。

著录项

  • 作者

    Amirjani M. (Mahsa);

  • 作者单位
  • 年度 2010
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  • 原文格式 PDF
  • 正文语种 en
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