...
首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Effect of Changing Unit Weight and Decomposition on Unsaturated Hydraulics of Municipal Solid Waste in Bioreactor Landfills
【24h】

Effect of Changing Unit Weight and Decomposition on Unsaturated Hydraulics of Municipal Solid Waste in Bioreactor Landfills

机译:单位重量和分解量的变化对生物反应器垃圾填埋场城市固体废物不饱和水力的影响

获取原文
获取原文并翻译 | 示例

摘要

The effects of compression and decomposition on the water retention curve (WRC) and unsaturated hydraulic conductivity (K_θ) of municipal solid waste (MSW) were evaluated in the laboratory and field. Laboratory measurements of the WRC and K_θ were made using the multistep outflow (MSO) method. Numerical inversion of data collected during the Deer Track Bioreactor Experiment (DTBE) was used to estimate field-scale unsaturated hydraulic properties. For the MSW tested in this study, data indicated that increasing dry unit weight resulted in an increase of the air-entry suction. Increasing levels of decomposition had the opposite effect, reducing air-entry suction for MSW at constant dry unit weight. Multiple mechanisms likely resulted in the observed changes in air-entry suction, including reduction in pore size during compression and changes in overall MSW hydrophobicity during decomposition. At field-scale, air-entry suction tended to remain constant as MSW compressed and decomposed simultaneously indicating that the two processes, which had opposite effects in the laboratory, also may have opposing effects the field. For fresh MSW, van Genuchten's n, which is inversely related to the variance of the pore size of a porous medium, ranged between 1.3 and 2.5 and decreased as the dry unit weight increased in laboratory-scale tests. For decomposed MSW, n ranged from 1.1 to 1.3 and did not vary systematically with dry unit weight. This indicated that for degraded MSW, the variance of the pore-size distribution did not change substantially with increasing dry unit weight. The value of K_θ decreased with increasing dry unit weight for MSW in this study, consistent with observations for saturated hydraulic conductivity in MSW. However, K_θ tended to increase in laboratory tests with increasing levels of decomposition at constant dry unit weight, consistent with observed increases in void ratio. At field scale, observed changes in K_θ varied consistently with changes in saturated hydraulic conductivity as decomposition and densification occurred simultaneously.
机译:在实验室和现场评估了压缩和分解对城市生活垃圾(MSW)的保水曲线(WRC)和不饱和导水率(K_θ)的影响。使用多步流出(MSO)方法对WRC和K_θ进行实验室测量。在鹿径生物反应器实验(DTBE)中收集的数据的数值反演用于估算田间规模的非饱和水力特性。对于这项研究中测试的城市固体废弃物,数据表明,增加干燥单位重量会导致进气量增加。分解水平的增加具有相反的效果,在恒定的干燥单位重量下,减少了MSW的进气。多种机制可能导致观察到的吸气变化,包括压缩过程中孔径的减小和分解过程中总体MSW疏水性的变化。在田间,进入空气的吸力趋向于保持恒定,因为城市固体废弃物同时被压缩和分解,这表明在实验室中具有相反作用的两个过程在田间也可能具有相反的作用。对于新鲜的城市固体废弃物,van Genuchten的n与多孔介质孔径的变化成反比,在1.3到2.5之间,并且随着实验室规模试验中干重的增加而降低。对于分解后的城市固体废弃物,n在1.1至1.3的范围内,并且不会随干重的变化而系统地变化。这表明对于降解的城市固体废弃物,孔径分布的变化不会随着干单位重量的增加而发生实质性变化。在这项研究中,K_θ值随着干重的增加而降低,这与对MSW的饱和水力传导率的观察结果一致。然而,在实验室测试中,K_θ趋于增加,在恒定的干燥单位重量下,分解水平增加,这与观察到的空隙率增加一致。在田间尺度上,观察到的K_θ变化与饱和水力传导率变化一致,因为分解和致密化同时发生。

著录项

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