首页> 外文期刊>Journal of hydrologic engineering >Characterization of Infiltration Capacity of Permeable Pavements with Porous Asphalt Surface Using Cantabrian Fixed Infiltrometer
【24h】

Characterization of Infiltration Capacity of Permeable Pavements with Porous Asphalt Surface Using Cantabrian Fixed Infiltrometer

机译:坎塔布里亚固定式渗透仪表征多孔沥青路面渗透性路面的渗透能力

获取原文
获取原文并翻译 | 示例
           

摘要

Porous asphalt is used in Permeable Pavement Systems, but it is sensitive to surface clogging, which leads to a loss in its infiltration capacity. Test methods based on the use of permeable pavement models, which are manufactured in a laboratory and assessed under different clogging conditions, such as slope, rain, and runoff, have been widely applied to the study of permeable pavements with concrete blocks but not to the study of porous bituminous mixtures. The Cantabrian Fixed (CF) Infiltrometer has been used for the study of porous asphalt with void percentages between 20 and 33%. Three clogging scenarios were studied: 1) newly placed surface, 2) surface with an average maintenance level, and 3) clogged surface. Each clogging scenario was tested with five different slopes: 0, 2, 5, 8, and 10% and three repetitions. The direct rainfall simulation was produced by five lines of bubblers over the 0.25 - m~2 piece, and the runoff was simulated by one perforated pipe over a plastic ramp at the beginning of the surface. From the analysis of the results, it was concluded that a suitable design of a porous bituminous mixture, with a void percentage that increases with depth, along with surface brushing are enough to ensure and maintain a good infiltration capacity. Finally, an empirical, conservative model for estimating the porous asphalt infiltration capacity, based on the length, the clogging scenario, and the surface slope, is proposed.
机译:渗透性路面系统中使用了多孔沥青,但它对表面堵塞很敏感,这会导致其渗透能力下降。在实验室中制造并基于不同的堵塞条件(例如斜坡,雨水和径流)评估的基于渗透性路面模型的测试方法已广泛用于研究混凝土砌块的渗透性路面,但不适用于多孔沥青混合物的研究。 Cantabrian固定式(CF)渗透仪已用于研究孔隙率在20%至33%之间的多孔沥青。研究了三种堵塞情况:1)新放置的表面,2)具有平均维护水平的表面以及3)堵塞的表面。每种堵塞情况都用五个不同的斜率进行了测试:0%,2%,5%,8%和10%以及三个重复。直接降雨模拟是在0.25-m〜2片上由五行起泡器产生的,而径流是由表面开始处的塑料坡道上的一根穿孔管模拟的。从结果分析可以得出结论,空隙率随深度增加而设计的多孔沥青混合物的适当设计以及表面刷洗足以确保并保持良好的渗透能力。最后,基于长度,堵塞情况和表面坡度,提出了一个经验,保守的估算多孔沥青渗透能力的模型。

著录项

  • 来源
    《Journal of hydrologic engineering》 |2012年第5期|p.597-603|共7页
  • 作者单位

    Grupo de Investigation de Tecnologia de la Construction (GITECO), Departamento de Transportes y T. de P. y P., Universidad de Cantabria, Escuela Tecnica Superior de In-genieros de Caminos, Canales y Puertos (ETSICCP), Avenida de los Cas-tros s, 39005 Santander, Spain;

    Departamento de Transportes y T. de P. y P., Universidad de Cantabria, ETSICCP, Avenida de los Castros s, 39005 Santander, Spain;

    Escuela de Ingenieria en Construc-cion, Facultad de Ingenieria, Pontificia Universidad Catolica de Valparaiso,Avenida Brasil 2147, Valparaiso, Chile;

    Roads and Airports Group, Depar-tamento de Transportes y T. de P. y P., Universidad de Cantabria, ETSICCP, Avenida de los Castros s, 39005 Santander, Spain;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    SUDS; PPS; porous asphalt; infiltration capacity; clogging;

    机译:泡沫;PPS;多孔沥青渗透能力堵塞;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号