文章摘要
洒永芳, 刘 建, 骆成杰, 覃嘉瑜, 陈小倩, 刘心怡.填埋场高密度聚乙烯膜缺陷渗漏试验及计算模型研究Journal of Water Resources and Water Engineering[J].,2018,29(4):213-219
填埋场高密度聚乙烯膜缺陷渗漏试验及计算模型研究
Study on leakage test and calculation model of the defects high density polyethylene membrane at landfill
  
DOI:10.11705/j.issn.1672-643X.2018.04.36
中文关键词: 土工膜  HDPE膜  缺陷渗漏量  缺陷孔径
英文关键词: geomembrance  high density polyethylene geomembrance (HDPE) film  defect leakage  defect aperture
基金项目:国家自然科学基金项目(41602241、U1734205); 中央高校基本科研业务费项目(2682015CX020)
Author NameAffiliation
SA Yongfang1, LIU Jian1,2, LUO Chengjie1, QIN Jiayu1, CHEN Xiaoqian1, LIU Xinyi1 (1.西南交通大学 地球科学与环境工程学院 四川 成都 610031 2.高速铁路运营安全空间信息技术国家地方联合工程实验室 四川 成都 610031) 
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中文摘要:
      因施工等原因造成土工膜渗漏十分常见,但渗漏量的计算是工程建设和运营面临的重大难题。本研究通过室内试验,测试了不同高密度聚乙烯(HDPE)膜厚度(w=0.5、1.0mm)、缺陷孔径(φ=3、5、10 mm)和膜上不同压力水头(h=0.3、0.5、0.65、0.8 m)时的缺陷渗漏量,并建立数学模型进行拟合。结果表明:相对于膜厚度而言,膜缺陷大小和压力水头高度对渗漏量的影响更大;渗漏量可表达为膜缺陷大小和水头高度的幂函数,但不同工况下的系数有别,因此实际工程应通过试验方式确定。
英文摘要:
      Geomembrane leakage caused by construction and other reasons is very common, but the calculation of leakage is a major challenge in engineering construction and operation. Through laboratory experiment, this study tested the leakage of the defected geomembrane at different thickness of high density polyethylene (HDPE) film (w=0.5,1.0mm), different defect aperture (φ=3,5,10mm), and different pressure head (h=0.3,0.5,0.65,0.8m), and then established a mathematical model. The fitted results show that: The defect aperture and pressure head had a greater influence on the leakage than the film thickness. The leakage could be expressed as the power function of the defect aperture and pressure head, but the coefficients in different working conditions were different; therefore, it should be determined experimentally for the actual project.
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