| 工程规模长填龄渗滤液膜生物-纳滤组合设施各单元污染物去除效能 |
| 摘要点击 2169 全文点击 627 投稿时间：2020-07-28 修订日期：2020-08-28 |
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| 中文关键词 长填龄渗滤液 溶解性有机物(DOM) 脱氮 三维荧光-平行因子分析(EEM-PARAFAC) 除盐 |
| 英文关键词 mature landfill leachate dissolved organic matters (DOM) removal nitrogen excitation emission matrix fluorescence spectroscopy-parallel factor (EEM-PARAFAC) desalination |
| 作者 | 单位 | E-mail | | 邵立明 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | slm0039@163.com | | 邓樱桃 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | | | 仇俊杰 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | | | 吕凡 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | | | 章骅 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | | | 何品晶 | 上海污染控制与生态安全研究院, 上海 200092
同济大学固体废物处理与资源化研究所, 上海 200092 | solidwaste@tongji.edu.cn |
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| 中文摘要 |
| 填埋场渗滤液性质复杂，普遍采用生物处理与深度处理多单元串联工艺；但是，因缺乏对工程运行规模中各单元污染物处理贡献的评估数据，使优化单元组合方式缺少理论依据.因此，本文采用常规和荧光光谱指标结合的方法，对以采用"膜生物反应器（membrane biological reactor，MBR）+纳滤（nanofiltration，NF）"工艺、处理能力800 m3·d-1的工程设施为对象，分析该组合工艺各单元对长填龄渗滤液处理贡献；同时，利用三维荧光-平行因子分析方法（excitation emission matrix fluorescence spectroscopy-parallel factor，EEM-PARAFAC）评估渗滤液中溶解性有机物（dissolved organic matters，DOM）性质的变化.结果表明，生物处理阶段对溶解性氮（dissolved nitrogen，DN）去除贡献率为74.7%，其中一级反硝化单元对DN去除贡献率为54.6%，外置式超滤单元对溶解性化学需氧量（dissolved chemical oxygen demand，sCOD）和溶解性碳（dissolved oganic carbon，DOC）降低贡献率分别为92.2%和93.3%，纳滤单元可有效去除重金属和盐分，但能力有限.通过追踪长填龄渗滤液DOM变化发现，一级反硝化单元可去除长填龄渗滤液中75.4%的类蛋白物质，超滤单元主要截留亲水性较高的DOM，而高芳香性的腐殖质主要通过纳滤截留，腐殖化程度越高截留效果越好.研究结果提示，处理长填龄渗滤液时，MBR工艺生物处理单元可适当简化，超滤单元则应预防堵塞. |
| 英文摘要 |
| Properties of landfill leachate are complex. Therefore, leachate should be treated by combined processes with both biological and advanced methods. Due to the shortage of engineering-scale assessment data about the pollutant treatment contribution of individual process units, existing optimization methods still lack theoretical support. Here, a membrane biological reactor (MBR)+nanofiltration (NF) system with a capacity of 800 m3·d-1 was examined. Conventional physiochemical parameters and fluorescent parameters were examined to analyze the contribution of each process unit to treating mature landfill leachate. Furthermore, the transformation of dissolved organic matter (DOM) was evaluated using excitation emission matrix fluorescence spectroscopy-parallel factor (EEMs-PARAFAC). Results showed that the biological treatment removed soluble nitrogen (dissolved nitrogen, DN) by 74.7%, 54.6% occurred in the first-stage denitrification unit. The external ultrafiltration unit reduced dissolved chemical oxygen demand (COD) and dissolved organic carbon (DOC) by 92.2% and 93.3%, respectively. The nanofiltration unit effectively removed heavy metals and salts. Based on the tracking of DOM using fluorescent parameters, the first-stage denitrification unit was found to remove 75.4% of protein-like substances. The ultrafiltration unit mainly retained DOM with high hydrophilicity, while humus with high aromaticity was mainly retained by nanofiltration. The higher the degree of humification, the better the interception effect that was obtained. This indicates that biological treatment using the MBR process can be simplified, and ultrafiltration should prove reliable at preventing clogging during the treatment of mature landfill leachate. |
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