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首页> 外文期刊>Science of the total environment >Seepage characteristics of three-layered landfill cover system constituting fly-ash under extreme ponding condition
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Seepage characteristics of three-layered landfill cover system constituting fly-ash under extreme ponding condition

机译:三层垃圾填埋场覆盖系统在极端探测条件下构成粉煤灰的渗流特性

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摘要

A multi-layered finai cover system is constructed over the landfill after it reaches its full capacity to minimize water ingress into the underlying hazardous waste. Three layered landfill cover are designed for areas experiencing very humid climatic conditions. Under the effects of climate change, the occurrences of extreme rainfall events become more frequent and this has resulted in catastrophic floods and hence extreme ponding. This study investigates the seepage characteristics of three-layered capillary barrier cover systems under an extreme ponding condition of 1.5 m water head, through detailed laboratory column tests and finite-element seepage analysis. Four 1.2 m-tall columns having different configurations (C1-C4) were studied. Fly ash (FA) was used to amend the surface and barrier layers in columns C2 and C4, in line with the novel concept of "waste protect waste". Spatiotemporal variations of volumetric water content of the four columns were monitored for three years continuously. With FA amendment in the surface layer and an inclusion of a 0.01 m thick geosynthetic clay liner between the drainage and barrier layers, the onset of basal percolation was significantly delayed until 700 days of ponding, compared to 115 days without FA amendment. Capillary flow dominated the gravitational flow and perched water table was formed as waterfront advanced from the drainage to barrier layers. Further seepage analysis considering a realistic humid climate boundary condition showed that all four configurations were successful in preventing basal percolation for 800 days.
机译:在填埋场达到其全部能力之后,在垃圾填埋场达到最大限度地减少进入潜在的危险废物之后,多层芬白覆盖系统。三层垃圾填埋盖设计用于体验非常潮湿的气候条件的区域。在气候变化的影响下,极端降雨事件的发生变得更加频繁,这导致了灾难性的洪水,因此极端的池塘。本研究通过详细的实验室柱试验和有限元渗流分析,研究了在1.5米水头的极端涂布条件下三层毛细管屏障覆盖系统的渗流特性。研究了具有不同配置(C1-C4)的四个1.2 m高谷。飞灰(FA)用于修改柱C2和C4中的表面和屏障层,符合“废物保护废物”的新颖概念。连续三年监测四柱体积含水量的时空变化。对于表面层的FA修正和排出和阻挡层之间的0.01M厚的地质合成粘土衬垫,基础渗透的开始显着延迟,直到追加700天,而115天没有FA修正。毛细血管流量占主导地位,以引力流动,栖息地形成为滨水平面从排水到屏障层。考虑到逼真的潮湿气候边界条件的进一步渗流分析表明,所有四种配置都成功地防止了800天的基础渗透。

著录项

  • 来源
    《Science of the total environment 》 |2021年第1期| 143683.1-143683.15| 共15页
  • 作者单位

    Department of Civil Engineering Indian Institute of Technology Cuwahati India;

    Department of Civil Engineering Indian Institute of Technology Cuwahati India Department of Civil and Environmental Engineering The Hong Kong University of Science and Technology Hong Kong Special Administrative Region;

    Department of Civil and Environmental Engineering The Hong Kong University of Science and Technology Hong Kong Special Administrative Region;

    Department of Civil Engineering Indian Institute of Technology Cuwahati India;

    Department of Civil Engineering Indian Institute of Technology Cuwahati India;

    CE&QAS/Nuclear Recycle Croup Bhabha Atomic Research Centre Trombay Mumbai 400085 India;

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

    Cover system; Landfills; Numerical modelling; Climate change; Partial saturation;

    机译:覆盖系统;垃圾填埋场;数值建模;气候变化;部分饱和度;

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