二相厌氧-混凝法处理制浆造纸综合废水的工艺设计及调试

湖南某造纸厂采用二相厌氧 混凝法处理制浆造纸综合废水取得了显著效果 ,CODCr排放总量削减率达 80 % ,水体水质明显改善。本文介绍了该工程的工艺设计及调试。     

Fate of ah receptor agonists during biological treatment of an industrial sludge containing explosives and pharmaceutical residues

GOAL, SCOPE AND BACKGROUND: Sweden is meeting prohibition for deposition of organic waste from 2005. Since 1 million tons of sludge is produced every year in Sweden and the capacity for incineration does not fill the demands, other methods of sludge management have to be introduced to a higher degree. Two biological treatment alternatives are anaerobic digestion and composting. Different oxygen concentrations result in different microbial degradation pathways and, consequently, in a different quality of the digestion or composting residue, It is therefore necessary to study sludge treatment during different oxygen regimes in order to follow both degradation of compounds and change in toxicity. In this study, an industrial sludge containing explosives and pharmaceutical residues was treated with anaerobic digestion or composting, and the change in toxicity was studied. Nitroaromatic compounds, which are the main ingredients of both pharmaceutical and explosives, are well known to cause cytotoxicity and genotoxicity. However, little data are available concerning sludge with nitroaromatics and any associated dioxin-like activity. Therefore, we studied the sludge before and after the treatments in order to detect any changes in levels of Ah receptor (AhR) agonists using two bioassays for dioxin-like compounds. METHODS: An industrial sludge was treated with anaerobic digestion or composting in small reactors in a semi-continuous manner. The same volume as the feeding volume was taken out daily and stored at -20 degrees C. Sample preparation for the bioassays was done by extraction using organic solvents, followed by clean up with silica gel or sulphuric acid, yielding two fractions. The fractions were dissolved in DMSO and tested in the bioassays. The dioxin-like activity was measured using the DR-CALUX assay with transfected H4IIE rat hepatoma pGudluc cells and an EROD induction assay with RTL-W1 rainbow trout liver cells. RESULTS AND DISCUSSION: The bioassays showed that the sludge contained AhR agonists at levels of TCDD equivalents (TEQs) higher than other sludge types in Sweden. In addition, the TEQ values for the acid resistant fractions increased considerably after anaerobic digestion, resulting in an apparent formation of acid resistant TEQs in the anaerobic reactors. Similar results have been reported from studies of fermented household waste. There was a large difference in effects between the two bioassays, with higher TEQ levels in the RTL-W1 EROD assay than in the DR-CALUX assay. This is possibly due to a more rapid metabolism in rat hepatocytes than in trout hepatocytes or to differences in sensitivities for the AhR agonists in the sludge. It was also demonstrated by GC/FID analysis that the sludge contained high concentrations of nitroaromatics. It is suggested that nitroaromatic metabolites, such as aromatic amines and nitroanilines, are possible candidates for the observed bioassay effects. It was also found that the AhR agonists in the sludge samples were volatile. CONCLUSIONS: The sludge contained fairly high concentrations of volatile AhR agonists. The increase of acid resistant AhR agonist after anaerobic digestion warrants further investigations of the chemical and toxic properties of these compounds and of the mechanisms behind this observation. RECOMMENDATION AND OUTLOOK: This study has pointed out the benefits of using different types of mechanism-specific bioassays when evaluating the change in toxicity by sludge treatment, in which measurement of dioxin-like activity can be a valuable tool. In order to study the recalcitrant properties of the compounds in the sludge using the DR-CALUX assay, the exposure time can be varied between 6 and 24 hours. The properties of the acid-resistant AhR agonists formed in the anaerobic treatment have to be investigated in order to choose the most appropriate method for sludge management.     

农业蔬菜废物处理方法研究进展和探讨

目前我国农业蔬菜废物污染问题正日益加重 ,蔬菜废物和其他固体废物相比具有高含水率、高营养成分和基本无毒害的特性 ,适宜于单独收集处理。本文介绍了国内外蔬菜废物处理方法的研究进展 ,包括好氧堆肥法、厌氧消化法、好氧 -厌氧联合处理法 ,并对这些方法的适用条件进行了论述。同时 ,探讨了接种微生物自然堆沤法的初步研究结果     

预处理对城市固体有机垃圾厌氧发酵的影响

对近年来城市固体有机垃圾厌氧消化的各种预处理技术和发展趋势进行了综合分析和评述.研究认为,通过预处理能够改善城市固体有机物的物化性质,提高微生物对难降解有机物的降解,优化垃圾的厌氧消化过程.     

好氧预处理农业草类废物的BMP分析和动力学研究

农业草类废物既是一种废弃物，也是一种资源，由于其富含有机质，可通过厌氧生物降解产生沼气。本文研究了农业草类废物的好氧预处理对其固含量成分，生物沼气产生潜力（ＢＭＰ），甲烷浓度，产气速率的影响进行了研究；并计算了作为一级反应的反应速率常数，其结果表明模型与实验值一致性较好。     

污泥与高浓度有机废物厌氧消化反应中的产气量

研究了高温／中温两相厌氧消化反应器系用以同时处理污泥与不同高浓度有机废物时产气及产甲烷的变化特性。结果表明，气体及甲烷主要是在第二段的中温消化反应器内产生。当中温消化反应器的有机负荷ＶＳ为１．６５￣３．１０ｋｇ／ｍ＾３ｄ时，稳态条件下的平均产气量为１．９５８￣４．０２０ｍ＾３／ｄ，气体中甲烷的平均组成为６５％￣７３％，甲烷的比产率为０．３９７￣０．５１１ｍ＾３／ｋｇＶＳ。     

接种厌氧消化污泥EGSB反应器的快速启动

对接种市政消化污泥的EGSB反应器的启动进行实验研究以寻求快速启动EGSB反应器的有效方法。接种厌氧消化污泥EGSB反应器的成功启动仅需要46d。在整个启动期保持适当的液体上升流速是非常重要的。启动初期，高液体上升流速能够将悬浮污泥冲出反应器，使适合聚集的微生物留在反应器内。接下来需要降低进水流量和液体上升流速以利于构建稳定的微生态系统，使高活性颗粒污泥尽快形成。然后适当提高液体上升流速能保持污水与微生物的良好接触，促进颗粒污泥内外高效传质，形成更加稳定高效的微生物群落结构。为尽快形成高活性颗粒污泥，保证产甲烷菌的最佳营养需求是关键，可通过考虑进水基质、微量营养元素和硫化物来提高其活性。     

生物质固体废物厌氧发酵过程中HS对产CH4作用研究进展

针对生物质固体废物量大面广,具有污染和资源利用双重特性,厌氧发酵能源化可促进其污染控制,且过程中部分有机成分在微生物作用下转化成腐殖质（HS）.通过分析厌氧发酵过程中HS转化规律、HS结构特征与氧化还原性能、腐殖质还原菌与产甲烷菌活性、产CH₄效率之间的响应关系和作用机制研究进展,总结凝练出生物质厌氧发酵系统内HS对CH₄的调控原理,为减少厌氧发酵系统内HS对产CH₄途径的抑制作用,提高发酵效率的技术研究提供理论支撑.     

死菌DNA对厌氧消化污泥中抗生素抗性基因及微生物群落分析的干扰

为评估死菌DNA对厌氧消化污泥抗生素抗性基因(ARGs)和微生物群落分析的潜在干扰,本研究对3种不同类型厌氧消化污泥进行叠氮溴化丙锭(PMA)处理,比较在PMA屏蔽死菌DNA PCR扩增情况下污泥ARGs和微生物群落分析结果与未经PMA处理情况下的差异.结果表明,经PMA处理后,剩余污泥自厌氧消化样品和高含固厌氧消化污泥样品中的ARGs丰度分别下降了41%～86%和74%～98%;污泥水解液厌氧消化15 d后的污泥样品中ARGs下降幅度相对较小,但降幅最高也达到34%.PMA处理对3个来源不同的厌氧消化污泥微生物群落组成分析结果呈现不同程度的影响,对高含固厌氧消化污泥的微生物群落结构分析影响最为显著.在经PMA处理与未经PMA处理两种情况下,厌氧消化污泥ARGs与微生物群落组成相关性分析的结果也截然不同.研究证明了死菌DNA对厌氧消化污泥ARGs和微生物群落分析的潜在干扰,采用PMA预处理能够更准确地反映厌氧消化污泥中的微生物群落及菌体携带ARGs的特征.     

高含固污泥厌氧消化中蛋白质转化规律

采用剩余污泥在含固率(total solid,TS)为12%条件下进行中温(37℃)厌氧消化,通过分析厌氧消化前后污泥蛋白质组分的变化情况,研究了高含固污泥厌氧消化中蛋白质的转化规律,探讨了高含固条件下污泥蛋白质转化效率较低的原因.结果表明,经过45 d的厌氧消化处理,污泥蛋白质的转化率为34.26%.污泥蛋白质转化效率较低的原因主要表现在:(1)高含固条件下污泥的传质较差;同时,污泥蛋白质经水解过程形成大量的氨氮,反应结束后污泥总氨氮(total ammonia nitrogen,TAN)质量浓度达到1 201 mg·L~(-1),导致对厌氧消化过程,尤其对蛋白质的分解表现出一定的抑制作用;(2)三维荧光光谱(three-dimensional fluorescence spectroscopy,3D-EEM)分析表明,部分蛋白质向腐殖质类、富里酸类物质转化,从而更难分解;(3)通过二维电泳(two-dimensional electrophoresis,2-DE)-质谱(mass spectrometry,MS)分析发现,厌氧消化后污泥蛋白质的相对分子质量和等电点(isoelectric point,p I)降低;最终,污泥中残留的大部分蛋白质来源于微生物体内.由于微生物代谢能力随着厌氧消化过程的进行而减弱,难以继续利用这些蛋白质,或消化体系中不具备分解这些蛋白质的酶,从而限制了污泥中蛋白质的分解效率.