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具有导渗导排管的透水混凝土铺装对径流污染物控制实验 被引量:12

Experiment on the Runoff Pollution Control of the Permeable Concrete Pavement with Built-In Perforated Pipes
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摘要 具有导渗导排管的透水混凝土铺装是在传统透水混凝土铺装基础上的一种创新的透水铺装形式,属于"海绵城市"建设技术之一。实验利用人工模拟降雨装置,对具有导渗导排管的透水混凝土铺装的径流污染物控制作用进行了研究。结果表明,在一年降雨重现期下,降雨120 min,具有导渗导排管的透水混凝土铺装对雨水径流污染物SS、COD、TP、TN、Cu的去除率分别为98%、88%、84%、60%、88%。并且发现降雨重现期越小,具有导渗导排管的透水混凝土铺装对污染物的去除效果越好。说明了具有导渗导排管的透水混凝土铺装对降雨不但具有渗透、储存、排放作用,而且对雨水径流中常见的污染物有良好的去除效果。 The PCPBP(permeable concrete pavement with built-in perforated pipe) is a new kind of permeable pavement compared with the traditional permeable concrete pavement,which is an innovative technique for construction of the sponge city. Based on artificial rainfall simulator, the effect of that PCPBP reduced road runoff pollutants were studied. The results showed that in one year rainfall return period and rainfall 120 min, the removal rates of SS, COD, TP, TN, Cu by PCPBP were 98%, 88%, 84%,60%, 88% respectively. And it was found that the less the rainfall return period was, the larger the removal rate by PCPBP on pollutants was. It showed that PCPBP not only had the function of water penetration, storage, drainage, but also displayed good removal effect on the common pollutants in the runoff.
出处 《水处理技术》 CAS CSCD 北大核心 2016年第3期111-115,共5页 Technology of Water Treatment
基金 国家水体污染控制与治理科技重大专项(2011ZX07301-004-01)
关键词 透水混凝土 导渗导排管 径流 污染物 permeable concrete perforated pipes runoff pollutions
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  • 1Pagotto C, Legret M, Le Cloirec P. Comparison of the hydraulic be- haviour and the quality of highway runoff water according to the type ofpavement[J].Water Research,2000,34(18):4446-4454.
  • 2解晓光,徐勇鹏,崔福义.透水路面对路表径流污染的控制效能[J].哈尔滨工业大学学报,2009,41(9):65-69. 被引量:33
  • 3申丽勤,车伍,李海燕,何卫华,李世奇.我国城市道路雨水径流污染状况及控制措施[J].中国给水排水,2009,25(4):23-28. 被引量:80
  • 4Brown Chris, Chu Angus van Duin Bert, et al. Characteristics ofsediment removal in two types of permeable pavement [J].Water Quality Research Journal of Canada,2009,44(1):59-70.
  • 5Rushton B T. Low-impact parking lot design reduces runoff and pollutant loads [J].Journal of Water Resources Planning & Management,2001,127(3): 172-179.
  • 6Blackboum S. Permeable pavement performance over 3 years of monitoring [C]//Low Impact Development 2010@sRedefming Water in the City.ASCE,2014:152-165.
  • 7Abbott C, Comino-Mateos L. In-situ hydraulic performance 0f a permeable pavement sustainable urban drainage system [J].Chart Inst Water Eng.,2003,17(3): 187-190.
  • 8Fassman E, Blackbourn S. Urban runoff mitigation by a permeable pavement system over impermeable soils [J].Hydrol Eng.,2010,15 (6):475-485.
  • 9Kwiatkowski M, Welker A, Traver R, et al. Evaluation of an infil- tration best management practice utilizing pervious concrete[J].Am Water Resource Assoc.,2007,43(5): 1208-1222.
  • 10Barrett M. Effects of a permeable friction course on highway runoff [J]./rrig Drain Eng.,2008,134(5):646-65 i.

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