SRIS对垃圾渗滤液中氨氮去除效能及微生态分析

针对垃圾渗滤液中ρ（NH₃-N）较高、可生化性较差、处理困难的问题,以老龄垃圾渗滤液为研究对象,探讨了改良SRIS（土地快速渗滤系统）对NH₃-N的处理效果与最高处理负荷量,同时分析了系统不同深度的ρ（NH₃-N）的变化,并利用高通量测序技术分析了进水前、后系统中的微生物群落演替情况.结果表明:①在进水ρ（NH₃-N）为125 mg/L左右、水力负荷为0.11 m3/（m2·d）、进水频率为1次/d下,垃圾渗滤液经改良SRIS的一级、二级渗滤柱处理后出水ρ（NH₃-N）平均值为3 mg/L,NH₃-N去除率在97.5%以上;提高水力负荷为0.22 m3/（m2·d）后,NH₃-N去除率为87.27%;进水频率改为2次/d,NH₃-N去除率达到96.17%.②改良SRIS的一级、二级渗滤柱所能处理的最高NH₃-N去除量分别为200和110 mg/L,并且主要在下层和底层部分发生去除.③改良SRIS中下层微生物群落多样性最为丰富,微生物群落以变形菌门（Proteobacteria）为主,在属水平下微小杆菌属（Exiguobacterium）相对丰度最高,同时还存在多种有利于NH₃-N去除的硝化、反硝化细菌以及浮霉菌,为NH₃-N的去除提供了保障.研究显示,改良SRIS对垃圾渗滤液中NH₃-N具有良好的去除效果,可为老龄垃圾渗滤液的有效处理提供借鉴.      

Internal eutrophication: How it works and what to do about it—a review

In the 1980s and 1990s, it became increasingly clear that changes in external nutrient loads alone could not entirely explain the severe eutrophication of surface waters in the Netherlands. Nowadays, 'internal eutrophication' has become a widely accepted term in Dutch water management practice to describe the eutrophication of an ecosystem without additional external input of nutrients (N, P, K). This review surveys the principal mechanisms involved in this process. It also discusses possible remedies to combat internal eutrophication.     

城市生活垃圾的卫生填埋

随着经济的迅速发展及工业化与城市化进程的加快，城市生活垃圾急剧增多。垃圾污染环境，对城市居民的健康和生存构成了严重威胁，已成为社会一大公害，因此，对垃圾的处理刻不容缓。传统的垃圾填埋技术已远远满足不了社会对保护环境的要求。卫生填埋是在传统垃圾填埋技术基础上发展起来的处理城市生活垃圾的较为理想的方法。现代卫生填埋场是一项相当复杂的系统工程，涉及许多方面内容。根据收集到的资料，对城市生活垃圾特性、垃圾填埋场的功能和构造、垃圾填埋场的规划、选址及勘察、垃圾渗沥液、防渗工程、垃圾力学等诸多方面分别进行了阐述。     

Anaerobic digestion of linear alkyl benzene sulfonates: biodegradation kinetics and metabolite analysis

In the present work the effect of the alkyl chain length and the position of the sulfophenyl substituent of the linear alkylbenzene sulfonates (LAS) on their anaerobic biodegradability have been investigated. Degradation kinetics of the linear alkyl benzene sulfonates homologues, 2C₁₀LAS, 2C₁₂LAS and 2C₁₄LAS, have been studied. It has been also investigated the effect of the isomer type on the degradation rate of the LAS molecule through the comparative study of the 2C₁₀LAS and 5C₁₀LAS isomers. Batch anaerobic biodegradation tests were performed using sludge from the anaerobic digester of a wastewater treatment plant as microorganisms source. Ultimate biodegradation was evaluated from the biogas production whereas primary biodegradation was determined by specific analysis of the surfactant. LAS homologues and isomers showed a negligible primary biodegradation under anaerobic conditions. Furthermore, analysis of sulfophenyl carboxilates (SPC) by LC–MS indicated a low and constant level of these LAS degradation metabolites over the test period. These data are consistent with a minimal transformation of the LAS parent molecule in the anaerobic digesters. On the other hand, the addition of the shortest alkyl chain length homologues, decyl and dodecylbenzene sulfonates, reduces the biogas production whereas the most hydrophobic homologue, the tetradecylbenzene sulfonate, enhances the biogas production. This LAS homologue seems to increase the availability of organic compounds sorbed on the anaerobic sludge promoting their biodegradation.     

垃圾渗滤液组合工艺处理技术

针对垃圾渗滤液氨氮浓度高、COD浓度高、难降解物质含量高的特点,研究了MAP脱氮-生物处理-混凝组合工艺,考察了不同单元的作用及影响处理效果的因素。试验结果表明,高浓度的垃圾渗滤液经该优化组合工艺处理,污染物的去除率为COD97.5%、BOD599.2%、NH4-N87.2%、E26075.3%。除NH4-N外,其余指标均达到了生活垃圾填埋污染控制标准中规定的二级排放标准值。     

Anaerobic phenanthrene biodegradation with four kinds of electron acceptors enriched from the same mixed inoculum and exploration of metabolic pathways

Anaerobic phenanthrene biodegradation enriched process was described in detail. The enriched bacterial communities were characterized under four redox conditions. The enriched archaeal communities were stated under high percentage conditions. Relatively intact pathways of anaerobic phenanthrene biodegradation were proposed. Polycyclic aromatic hydrocarbons (PAHs) are widespread and persistent contaminants worldwide, especially in environments devoid of molecular oxygen. For lack of molecular oxygen, researchers enhanced anaerobic zones PAHs biodegradation by adding sulfate, bicarbonate, nitrate, and iron. However, microbial community reports of them were limited, and information of metabolites was poor except two-ring PAH, naphthalene. Here, we reported on four phenanthrene-degrading enrichment cultures with sulfate, bicarbonate, nitrate, and iron as electron acceptors from the same initial inoculum. The high-to-low order of the anaerobic phenanthrene biodegradation rate was the nitrate-reducing conditions>sulfate-reducing conditions>methanogenic conditions>iron-reducing conditions. The dominant bacteria populations were Desulfobacteraceae, Anaerolinaceae, and Thermodesulfobiaceae under sulfate-reducing conditions; Moraxellaceae, Clostridiaceae, and Comamonadaceae under methanogenic conditions; Rhodobacteraceae, Planococcaceae, and Xanthomonadaceae under nitrate-reducing conditions; and Geobacteraceae, Carnobacteriaceae, and Anaerolinaceae under iron-reducing conditions, respectively. Principal component analysis (PCA) indicated that bacteria populations of longtime enriched cultures with four electron acceptors all obtained significant changes from original inoculum, and bacterial communities were similar under nitrate-reducing and iron-reducing conditions. Archaea accounted for a high percentage under iron-reducing and methanogenic conditions, and Methanosarcinaceae and Methanobacteriaceae, as well as Methanobacteriaceae, were the dominant archaea populations under iron-reducing and methanogenic conditions. The key steps of phenanthrene biodegradation under four reducing conditions were carboxylation, further ring system reduction, and ring cleavage.     

垃圾填埋场渗滤液地下原位脱氮技术综述

氨氮是城市垃圾厌氧填埋过程中产生的常见的污染物。由于氨氮的持久性和生物毒性,生活垃圾填埋场渗滤液中氮的脱除已引起了人们的高度关注。文中结合国内外的研究现状的基础,论述了厌氧渗滤液回灌、强制通风好氧填埋、准好氧填埋和生物反应器填埋四种垃圾渗滤液原位脱氮处理技术的原理、技术特点、工程投资、运行成本以及处理效果等;指出了垃圾填埋场渗滤液原位脱氮技术的未来研究重点:填埋场内脱氮机理和脱氮速率的深入研究、工艺控制优化研究以及生物反应器填埋的实际应用设计研究。     

城市垃圾填埋场的沉降研究

通过对位于上海老港填埋场的3000 m2试验场(垃圾填埋高度4 m,填入垃圾10800 t)历时880 d的沉降监测,根据垃圾在填埋场中的降解机理,建立了反映填埋场沉降规律的数学模型,证明了模型的可靠性。研究表明,填埋场的第二阶段沉降(由于垃圾的生物降解而产生的)与填埋时间的指数呈线性关系。根据沉降规律,上海老港填埋场完成大约79%的第二阶段沉降,才能处于高稳定化状态。     

山谷型垃圾填埋场渗沥液水量计算方法比较研究

山谷型垃圾填埋场渗沥液水量是工程设计中的一个重要基础参数，主要由场内降雨转化为场外地下径流组成。对于场外地下径流，目前国内外尚无成熟的计算方法。作者针对几种常用的水量平衡法，通过实验，验证了每种方法的精度。结果表明，考虑了树冠戴流、表层土调蓄作用等因素的模型具有相当的精度，可以作为场外地下径流的计算模型。     

城市垃圾渗滤液及其生物处理对策

垃圾的填埋处理产生了大量的垃圾渗滤液，必须进行处理后才能排入水体。目前主要是采用生物方法处理垃圾渗滤液。本文着重分析了垃圾渗滤液的特点，加成分复杂，水质水量变化大，金属、有权物和氨氮浓度高，微生物营养元素比例失调等，并列举实例提出了提高生物处理效果的相应对策。