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海绵城市建设下Ⅲ型全透式透水沥青路面堵塞行为试验研究
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  • 英文篇名:Experimental Research of Clogging Behavior of the Ⅲ Type Permeable Asphalt Pavement under the Construction of Sponge City
  • 作者:骆辉 ; 赵晓晴 ; 蔡小宁 ; 荆肇乾
  • 英文作者:LUO Hui;ZHAO Xiaoqing;CAI Xiaoning;JING Zhaoqian;School of Civil Engineering,Nanjing Forestry University;School of Civil and Ocean Engineering,Huaihai Institute of Technology;
  • 关键词:堵塞 ; 渗透性 ; 空隙 ; 雨强 ; 级配
  • 英文关键词:clogging;;permeability;;porosity;;rainfall intensity;;gradation
  • 中文刊名:HHGB
  • 英文刊名:Journal of Huaihai Institute of Technology(Natural Science Edition)
  • 机构:南京林业大学土木工程学院;淮海工学院土木与港海工程学院;
  • 出版日期:2018-09-15
  • 出版单位:淮海工学院学报(自然科学版)
  • 年:2018
  • 期:v.27;No.114
  • 基金:国家科技支撑计划项目(2015BAL02B04);; 住房和城乡建设部科学技术项目(2015-K7-012);; 江苏高校优势学科建设工程资助项目(PAPD)
  • 语种:中文;
  • 页:HHGB201803014
  • 页数:7
  • CN:03
  • ISSN:32-1723/TB
  • 分类号:67-73
摘要
为了研究不同降雨强度下Ⅲ型全透式透水沥青路面的快速堵塞规律,设计了一种可以监测其堵塞状况的试验装置,采用控制变量法研究了雨强等5大因素对引起路面堵塞规律的影响.结果表明:堵塞行为的发生主要经历4个阶段,分别为急剧堵塞阶段、局部恢复阶段、渐进堵塞阶段和稳定出流阶段;偏粗型级配的路面抗堵塞能力要高于偏细型级配路面;全级配堵塞物最容易产生堵塞.该研究结果可为进一步研究和评价全透式透水沥青路面堵塞规律提供重要方法,并有助于透水沥青路面的优化设计.
        In order to research the Ⅲ type permeable asphalt pavement fast clogging rule under different rainfall intensity,a test device which can monitor its blockage condition is designed.The influence of 5 factors such as rain intensity on road blockage is studied by means of control variable method.The results show that the clogging behavior is mainly experienced in four stages,which are the quick clogging,the rapid plugging stage,the recovery stage,the progressive stage and the stable outflow stage.The anti-clogging capacity of the coarse-graded pavement is higher than that of the slabs.Full-graded clogging is the most likely to cause blockage.The research results can provide an important method for further study and evaluation of the plugging law of permeable asphalt pavement and help to optimize the design of permeable asphalt pavement.
引文
[1]骆辉,李星琦,张燕,等.城市道路路面初期径流污染特征分析——以南京市为例[J].环保科技,2017,23(5):22-27.
    [2]周舒宇,骆辉,赵尘.南京市梅雨期雨水水质特性分析[J].森林工程,2017,33(2):60-63.
    [3]KEVERN J,WANG K,SCHAEFER V R,et al.Pervious concrete construction:methods and quality control[C].Concrete Technology Forum:Focus on Pervious Concrete,National Ready Mix Concrete Association,Nashville,Tenn,USA,May,2006.
    [4]CHOPRA M,KAKUTURU S,BALLOCK C,et al.Effect of rejuvenation methods on the infiltration rates of pervious concrete pavements[J].Journal of Hydrologic Engineering,2010,112(39):426-433.
    [5]周明刚.多空隙沥青混合料堵塞行为特性研究[D].南京:南京林业大学,2014.
    [6]南京市城市管理局.南京市暴雨强度公(修订)查算表[S].南京:北京世纪千府国际工程设计有限公司江苏分公司,2014.
    [7]蒋玮,沙爱民,肖晶晶,等.多孔沥青混合料的空隙堵塞试验研究[J].建筑材料学报,2013(2):271-275.
    [8]苏溦娜,田一梅,高波,等.人工模拟降雨装置的设计及其参数率定[J].水土保持通报,2015,35(6):120-123.
    [9]刘杰.土石坝渗流控制理论基础及工程经验教训[M].北京:中国水利水电出版社,2006.
    [10]骆辉.透水沥青路面堵塞行为研究[D].南京:南京林业大学,2017.
    [11]赵建辉.高性能沥青混合料的透水性[J].北方交通,2010(4):72-74.
    [12]易军艳.基于渗水特性的沥青混合料空隙率标准[J].公路交通科技,2009,26(9):17-19.
    [13]SIRIWARDENE N R,DELETIC A,FLETCHER T D.Modeling of sediment transport through stormwater gravel filters over their lifespan[J].Environmental Science&Technology,2007,41(23):8099-8103.
    [14]张娜.透水混凝土堵塞机理试验研究[D].济南:山东大学,2014.

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