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首页> 外文期刊>Journal of environmental sciences >Characterization of refuse landfill leachates of three different stages in landfill stabilization process
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Characterization of refuse landfill leachates of three different stages in landfill stabilization process

机译:垃圾填埋场稳定过程中三个不同阶段的垃圾填埋场渗滤液的表征

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摘要

Landfill leachates with different ages (mature leachate, 11 years; semi-mature leachate, 5 years; fresh leachate, under operation) were collected from Laogang Refuse Landfill, Shanghai to characterize the colloid size distribution and variations of leachate. These leachates were separated using micro-filtration and ultra-filtration into specific size fractions, i.e., suspended particles (SP) (> 1.2 urn), coarse colloids (CC) (1.2-0.45 μm), fine colloids (FC) (0.45μm, 5 kDa/1 kDa molecular weight (MW)), and dissolved organic matters (DM, < 5 kDa/1 kDa MW). The specific colloids in each size fraction were quantified and characterized through chemical oxygen demands (COD), total solid (TS), pH, (NH_4)~+-N, total organic carbon (TOC) and fixed solid (FS). It was found that COD, (NH_4)~+-N and TS in leachate decreased significantly over ages, while pH increased. The dissolved fractions (< 5 kDa/1 kDa) dominated (over 50%) in three leachates in terms of COD, and the organic matter content in dissolved fraction of leachates decreased and the inorganic matter increased as the disposal time extended, with the TOC/COD ratio 30%-7%. Dissolved fractions decreased from 82% to 40% in terms of TOC as the disposal time extended, suggested that the organic matter remained in leachate would form into middle molecular weight substances during the degradation process.
机译:从上海老港垃圾填埋场收集不同年龄的垃圾渗滤液(成熟的渗滤液为11年;半成熟的渗滤液为5年;新鲜渗滤液,正在运行),以表征渗滤液的胶体尺寸分布和变化。使用微滤和超滤将这些渗滤液分离为特定尺寸的馏分,即,悬浮颗粒(SP)(> 1.2 um),粗胶体(CC)(1.2-0.45μm),细胶体(FC)(0.45μm) ,5 kDa / 1 kDa分子量(MW))和溶解的有机物(DM,<5 kDa / 1 kDa MW)。通过化学需氧量(COD),总固体(TS),pH,(NH_4)〜+ -N,总有机碳(TOC)和固定固体(FS)对每个尺寸部分中的特定胶体进行定量和表征。结果表明,随着时间的推移,渗滤液中的COD,(NH_4)〜+ -N和TS显着降低,而pH值则升高。随着时间的延长,三种渗滤液中的溶解级分(<5 kDa / 1 kDa)在三种渗滤液中占主导地位(超过50%),并且随着处置时间的延长,渗滤液的溶解级分中的有机物含量降低,无机物含量增加/ COD比率为30%-7%。随着处理时间的延长,TOC的溶解分数从82%降低到40%,这表明浸出液中残留的有机物在降解过程中会形成中等分子量的物质。

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