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1.
随着有机氟化物在各领域的广泛应用,含氟有机废水处理面临巨大挑战。活性污泥作为有机废水处理的核心技术之一,微生物在其中发挥着极其重要的作用。本综述首先聚焦在活性污泥微生物群落多样性、组成、结构和功能及其与含氟废水类型、处理工艺和处理效率之间的关系,进而讨论了功能微生物降解/转化有机氟化物的途径和作用机制,最后展望了结合分离培养降解有机氟化物的关键微生物,以及微生物组学技术解析活性污泥微生物群落构建、互作、代谢等核心问题,以提高对含氟有机废水微生物降解机理的认识,优化含氟有机废水处理工艺。  相似文献   

2.
Adaptive response of microbial communities to soluble microbial products   总被引:1,自引:0,他引:1  
We carried out two experiments to study the influence of soluble microbial products (SMP) on biomass concentration [defined as mixed liquor suspended solids (MLSS)] and removal of soluble biological and chemical oxygen demands (sBOD5 and sCOD): (1) SMP were allowed to accumulate, and (2) SMP content was artificially reduced by washing the biomass. The daily initial sCOD in both experiments was kept constant at 859±6 mg/l for 16 days. In experiment 1, the highest sCOD removal (80%) occurred during the first day. Thereafter, it decreased successively to 40% [sludge retention time (SRT), 12 days], after which it increased steadily to 50±4%. Variations in residual sCOD were accompanied by variations in sBOD5, showing that the biodegradability of the accumulated SMP components was changing. MLSS fluctuated within the range 1,200±25–1,993±58 mg/l. We attributed the irregular accumulation of the biomass to variations in the biodegradability of SMP components. The initial sBOD5/MLSS ratio varied according to variations in initial sBOD5 and MLSS, whereas the residual ratio was constant at 0.025±0.008. This indicated a direct relationship between the concentrations of biomass and SMP produced. In experiment 2, MLSS increased from 1,200±25 to a constant value (2,810±16 mg/l; SRT, 12 days). After this time, no decrease or increase in MLSS was observed. Correspondingly, sCOD and sBOD5 removal increased from 80–97 to 84–99%. A stable microbial community that could consume organic matter efficiently was developed under these conditions.  相似文献   

3.
Feasibility of using chocolate industry wastewater as a substrate for electricity generation using activated sludge as a source of microorganisms was investigated in two-chambered microbial fuel cell. The maximum current generated with membrane and salt bridge MFCs was 3.02 and 2.3 A/m2, respectively, at 100 Ω external resistance, whereas the maximum current generated in glucose powered MFC was 3.1 A/m2. The use of chocolate industry wastewater in cathode chamber was promising with 4.1 mA current output. Significant reduction in COD, BOD, total solids and total dissolved solids of wastewater by 75%, 65%, 68%, 50%, respectively, indicated effective wastewater treatment in batch experiments. The 16S rDNA analysis of anode biofilm and suspended cells revealed predominance of β-Proteobacteria clones with 50.6% followed by unclassified bacteria (9.9%), α-Proteobacteria (9.1%), other Proteobacteria (9%), Planctomycetes (5.8%), Firmicutes (4.9%), Nitrospora (3.3%), Spirochaetes (3.3%), Bacteroides (2.4%) and γ-Proteobacteria (0.8%). Diverse bacterial groups represented as members of the anode chamber community.  相似文献   

4.
活性污泥微生物群落宏组学研究进展   总被引:7,自引:3,他引:7  
鞠峰  张彤 《微生物学通报》2019,46(8):2038-2052
活性污泥是全球最常用的废水生物处理人工生态系统,微生物是驱动其污染净化能力的关键。活性污泥微生物群落所有物种与基因(简称"微生物组")的研究先后经历了"显微镜观察和纯菌培养分离"(1915)、"PCR扩增-测序"(1994)和"高通量测序-宏组学分析"(2006)三个重要阶段的发展变迁。相应地,我们对活性污泥微生物组的认知经历了从最早对微型动物(如钟虫和轮虫)及其他微生物的形貌观察和纯种培养鉴定到今天对整个微生物组的全局多样性认识的飞跃。近13年来,基于高通量测序的宏组学方法被广泛应用于揭示活性污泥微生物群落组成结构和功能,我们现在充分意识到活性污泥微生物组蕴藏着大量不可培养新物种和基因多样性,驱动着各类污染物的降解与转化。目前,特异性分子标记基因的扩增子测序技术已经被广泛应用于揭示城市和工业废水处理活性污泥微生物组和典型功能种群(如硝化细菌和聚磷菌)的时空多样性和群落构建机制,进而为未来实现活性污泥微生物组功能的精准调控奠定理论基础。宏基因组学研究在群落、种群和个体基因组水平全面解析了活性污泥微生物组驱动的碳、氮、磷元素循环过程,以及有机微污染物的生物降解和转化机理。将来活性污泥微生物组学研究需要在"标准化的组学分析方法和绝对定量""高通量培养组学""高通量功能基因组学"和"多组学方法的结合及多种方法并用"4个方面取得实现精准生态基因组学所需的技术突破,以最大限度发掘活性污泥微生物组在污水处理与资源回收领域的生态学与工程学价值。  相似文献   

5.
活性污泥是污水处理厂生物处理工艺的功能主体,活性污泥中菌群的种类、数量及活性是提高污水处理能力与效果的重要基础。本文综述了活性污泥处理工艺中的主要功能细菌(絮凝菌、脱氮菌、除磷菌等)生物群落的多样性与生态特征,并对目前主流的菌群鉴定方式进行总结,最后从运行条件、定向驯化及生物强化3个方面对菌群调控进行论述,以期为活性污泥法污水处理工艺提供一些理论指导。  相似文献   

6.
碳源对活性污泥微生物细胞膜特性和群落结构影响   总被引:5,自引:0,他引:5  
【目的】揭示碳源对活性污泥微生物细胞膜特性(磷脂脂肪酸组成和流动性)以及群落结构的影响规律。【方法】采用原子力显微镜、磷脂脂肪酸(PLFA)、荧光漂白恢复(FRAP)和Mi Seq分析技术,考察以葡萄糖、乙酸钠、蛋白胨、葡萄糖?蛋白胨(1?1)和乙酸钠?蛋白胨(1?1)为基质的序批式活性污泥(SBR)反应器中,活性污泥微生物表面粘附力、细胞膜PLFA组成和流动性及群落结构的差异。【结果】含有蛋白胨为碳源时相比于葡萄糖和乙酸钠为单一碳源,细胞膜磷脂流动性增加,且18?1ω9c、15?0iso和17?0iso的含量提高了53.1%-354.7%、135.6%-407.9%和88.1%-264.3%;同时其微生物表面粘附力和群落多样性均增大。优势菌群对碳源的响应呈现出不一致的规律:葡萄糖和乙酸钠为单一碳源时其优势菌门分别为放线菌门和变形菌门,Nakamurella和Flavobacterium分别为其优势菌属,群落多样性指数分别为3.65和4.25;蛋白胨为碳源时促进了Candidatus Saccharibacteria门的累积,群落多样性指数在4.96-5.09。【结论】主成分分析(PCA)表明,含有蛋白胨为碳源时微生物细胞膜PLFA组成具有相似性;冗余分析(RDA)表明,不同碳源驯化出不同的微生物群落,进而也对细胞膜磷脂组成产生了影响。  相似文献   

7.
不同森林恢复类型对土壤微生物群落的影响   总被引:42,自引:4,他引:42  
为了评价不同森林恢复类型与方式对南方红壤丘陵区退化生态系统土壤微生物群落的影响,借助氯仿熏蒸法、平板涂抹法和BIOLOG检测法,比较研究了4种森林恢复类型土壤微生物的群落特征.结果表明,4种森林恢复类型土壤微生物生物量碳、细菌数量差异显著,2项指标均以天然次生林土壤最高,人工林次之,荒地最差;碳源平均颜色变化率(AWCD法)和微生物代谢多样性指数(丰富度和多样性)在5种植被类型的土壤中也有明显差异,其趋势与微生物量碳、细菌数量基本相同;天然次生林土壤微生物群落利用碳源的整体能力和功能多样性比人工林和荒地强.相关分析表明,0~20和20~40cm土壤微生物的代谢多样性与根系生物量紧密相关(r=0.933,P<0.05;r=0.925,P<0.05).自然恢复更有利于改善土壤微生物的结构和功能.  相似文献   

8.
活性污泥抗生素抗性基因研究进展   总被引:5,自引:0,他引:5  
抗生素抗性在全球范围内的传播扩散严重威胁人类健康。活性污泥是污水处理系统重要的处理工艺,同时也是抗生素抗性及其发生水平基因转移的一个重要储库和热区。目前,随着研究手段和技术的不断更新,活性污泥中抗生素抗性的研究不断增加,但是仍有许多科学问题亟待解决。本文主要针对活性污泥抗生素抗性的5个主要方面进行深入讨论:(1)活性污泥中抗性基因的丰度和分布的影响因素;(2)污泥抗性基因的研究方法;(3)活性污泥抗性基因的传播与扩散;(4)污泥中抗性基因环境风险评估;(5)研究展望。本综述在活性污泥抗生素抗性研究基础上,阐述了驱动抗生素抗性扩散的基本微生物生态过程研究进展,旨在为污水处理工艺的发展和优化及抗性基因控制政策的制定提供科学基础。  相似文献   

9.
生物吸附剂-活性污泥法吸附处理含铬电镀废水   总被引:3,自引:0,他引:3  
屈艳芬  叶锦韶  尹华  彭辉  张娜 《生态科学》2006,25(4):335-338
研究了复合生物吸附剂FY01和活性污泥处理含铬电镀废水的吸附性能.结果表明,铬的生物吸附分为快速15g·L-1污泥对通用电镀废水、康力电镀废水中铬的联合去除率分别高达97.7%和88.1%,比两者单独处理电镀废水的吸附和缓慢吸附两个阶段.FY01具有良好的吸附稳定性,对废水的pH适应能力强,当pH=2.5~6时,10g·L-1FY01和5g·L-1污泥曝气处理2000mL电镀废水2h后,68.6mg·L-1含铬通用电镀废水中总铬的去除率达71.5~75.6%;50.1mg·L-1含铬康力电镀废水中总铬的去除率高达80.0~90.0%.FY01和活性污泥具有良好的协同促进作用,10g·L-1FY01和除铬率总和分别高出39.8%、44.6%.  相似文献   

10.
Aerobic granulation may play an important role in the field of wastewater treatment due to the advantages of aerobic granules compared to the conventional sludge flocs, such as denser structure, better settleability and ensured solid-effluent separation, higher biomass concentration, and greater ability to withstand shock loadings, which is promising for a full-scale implementation. As an aid for this implementation, mathematical modeling would be an invaluable tool. In this paper, the existing mathematical models available in literature concerning aerobic granule systems are reviewed, including the modeling of the dynamic facets of the aerobic granulation process, the mass transfer and detachment in aerobic granules, the granule-based sequencing batch reactor, the fate of microbial products in granules, and the multi-scale modeling of aerobic granular sludge. An overview of the parameters used in the aerobic granular modeling approaches is also presented. Our growing knowledge on mathematical modeling of aerobic granule might facilitate the engineering and optimization of aerobic granular sludge technology as one of the most promising techniques in the biological wastewater treatment.  相似文献   

11.
A biochemical oxygen demand (BOD) sensor, based on an immobilised mixed culture of microorganisms in combination with a dissolved oxygen electrode, has been developed for the purpose of on-line monitoring of the biological treatment process for waste and wastewater. The sensor was designed for easy replacement of the biomembrane, thereby making it suitable for short-term use. The drawbacks of activated sludge based sensor, such as short sensor lifetime, were thereby circumvented. The sensor BOD measurements were carried out in the kinetic mode using a flow injection system, resulting in 25 s for one measurement followed by 4–8 min recovery time. Based on the results of normalised sensor responses, the OECD synthetic wastewater was considered to be a more suitable calibration solution in comparison with the GGA solution. Good agreement was achieved between the results of the sensor BOD measurement and those obtained from BOD5 analysis of a wastewater sample from a food-processing factory. Reproducibility of responses using one sensor was below ±5.6% standard deviation. Reproducibility of responses using different sensors was within acceptable bias limits, viz. ±15% standard deviation.  相似文献   

12.
The composition of the microfauna community in aeration tanks at the Baoding Sewage Treatment Plant in China was analysed each week from July 2002 to July 2003. The community composition of these microfauna populations was compared with effluent quality data recorded on the same days. A total of 94 species of ciliates, 40 species of amoebae and 13 species of large flagellates were identified in the 50 samples analysed. Numbers of metazoa including rotifers, nematodes, gastrotrichs and oligochaeta were also recorded. Although, Aspidisca cicada showed the highest mean abundance and was present in 98% of the samples, factor analysis revealed, among other things, that high Vorticella convallaria and Arcella hemisphaerica populations correlated with good performance of the treatment plant, while high numbers of Litonotus obtusus indicated poor conditions for settlement of sludge. These results show some agreement with an earlier study of sewage plants in Beijing, but analysis of more plants having a diversity of input components working under a range of different operating conditions should be performed to gain a general understanding of the value of indicator species for predicting the efficiency of activated sludge plants in China.  相似文献   

13.
活性污泥法诞生一百多年来,在污水处理特别是城市污水处理中发挥了不可替代的作用。活性污泥微生物是去除污染物包括新型有机和无机污染物的关键角色,活性污泥微生物组为微生物分离培养、功能鉴定和生态互作等方面的研究带来新的活力。  相似文献   

14.
Liu JJ  Wang XC  Fan B 《Bioresource technology》2011,102(9):5305-5311
The occurrence of polycyclic aromatic hydrocarbons (PAHs) in a domestic wastewater treatment plant (WWTP) was investigated in a 1 year period. In order to understand how PAHs were removed at different stages of the treatment process, adsorption experiments were conducted using quartz sand, kaolinite, and natural clay as inorganic adsorbents and activated sludge as organic adsorbent for adsorbing naphthalene, phenanthrene, and pyrene. As a result, the adsorption of PAHs by the inorganic adsorbents well followed the Langmuir isotherm while that by the activated sludge well followed the Freundlich isotherm. By bridging equilibrium partitioning coefficient with the parameters of adsorption isotherm, a set of mathematical models were developed. Under an assumption that in the primary settler PAHs removal was by adsorption onto inorganic particles and in the biological treatment unit it was by adsorption onto activated sludge, the model calculation results fairly reflected the practical condition in the WWTP.  相似文献   

15.
王萍  余志晟 《微生物学通报》2019,46(8):1971-1981
活性污泥法由于操作简单、处理效果好被广泛应用于市政污水和工业废水的处理。污泥膨胀和污泥发泡现象影响二次沉淀池的泥水分离过程和生物反应池的微生物量稳定,严重困扰着污水处理厂的正常运行,被称为污水处理厂的"癌症"。本文从污泥膨胀和污泥发泡的定义及分类出发,全面地比较了表征污泥膨胀和污泥发泡的方法、引起污泥膨胀和污泥发泡的丝状细菌种类及控制污泥膨胀和污泥发泡方法的异同,并探讨了污泥膨胀和污泥发泡问题的未来研究方向和控制策略,期望能够为今后污泥膨胀和污泥发泡问题的研究和调控提供有价值的参考。  相似文献   

16.
城市污水处理厂运行过程中一旦发生活性污泥生物泡沫,就会影响污泥沉降和处理厂运行效能,对出水水质、作业安全和公共健康带来一系列挑战。生物泡沫是自活性污泥法诞生以来长期困扰污水处理厂运行的难题。生物泡沫的形成需要气泡、表面活性物质和疏水物质等3点基本的要素,在其中主要富集了诺卡氏型丝状细菌(Nocardioformfilamentousbacteria)和微丝菌(Candidatus Microthrix parvicella)这两种类型微生物。多种环境和运行因素包括温度、溶解氧、pH、污泥龄、特别是营养物质种类和浓度等均会对这些丝状微生物的生长产生影响。抑制丝状细菌生长的常用控制策略包括选择器、生长动力学控制、投加化学药剂以及噬菌体等方法,通过降低两类丝状细菌在生化池中的浓度以期消除生物泡沫现象。本文总结了生物泡沫的类型、成因、表征生物泡沫程度的指标、影响生物泡沫的环境因素以及常用的调控策略的原理及优缺点等,尽可能全面地介绍活性污泥生物泡沫的研究现状,并探讨未来研究方向和控制策略,期望能够为今后研究活性污泥微生物和污水处理厂运行调控提供有价值的参考。  相似文献   

17.
活性污泥含有多种微生物,是废水处理系统中污染物降解转化的重要驱动者。电活性微生物(Electroactive microorganisms,EAMs)是活性污泥的重要微生物类群,在废水资源化与能源化中发挥着核心关键作用。本文概括了活性污泥中EAMs的富集和筛选方法,整理总结了目前已从活性污泥中获得的EAMs菌种资源信息,在此基础上分析了从活性污泥中富集和筛选EAMs所存在的问题,并进一步展望了未来的研究方向,以期加速EAMs菌种资源的挖掘,促进以EAMs为主导的废水资源化与能源化技术发展。  相似文献   

18.
Summary The microorganisms from two industrial (I1, I2) activated sludges that treat glyphosate (N-phosphonomethyl glycine) wastes and one domestic (D1) sludge were enumerated by microscopic examination and by the use of eight selective media. I1 and I2 had higher total counts but fewer pseudomonads and no yeasts. The enumerations correlated directly with traditional biological performance measurements. A total of 393 microbial strains were isolated from the sludges to correlate the occurrence and relationship of glyphosate-degrading activity (GDA) to 155 biochemical and morphological characteristics. Each activated sludge contained unique bacterial populations with the microbes treating industrial wastes, capable of utilizing a wide range of carbohydrates. Numerical taxonomy (arithmetic average linkage) using simple matching and Jaccard coefficients confirmed that there were five (D1), three (I1), and 12 (I2) clusters. GDA was found in only a small portion of the industrial clusters and did not correlate with any other characteristic tested, even though the GDA strains had a large phenotypic diversity. This suggests that GDA is not a universal trait and its expression requires enrichment through specific selective pressures.  相似文献   

19.
A multi-method extraction protocol based on mechanical, ionic and hydrophobic methods was investigated on two types of activated sludge samples. Extraction methods were chosen with regards to optimal protein yield without cell disruption. Sonication, EDTA and Tween extraction methods were selected and combined. The total amount of protein released by the multi-method protocol sums up to 191 and 264 mg equiv. BSA/g VSS for the two different sludge samples. Protocol repetition on the same sample showed that protein yield after each successive protocol fitted an exponential curve model. The total amount of extractable proteins was evaluated by model predictions, 423 and 516 mg equiv. BSA/g VSS for the two sludge samples. The multi-method extraction protocol appears relevant for harvesting a representative quantity of proteins from the original sample (45-49%), moreover the multi-method criterion of the protocol also offers a heterogeneous pool of proteins. Thus, further qualitative studies may not be biased by the extraction protocol.  相似文献   

20.
Microbial communities of two kinds of activated sludge for removing carbon, nitrogen and phosphate (nutrient removal sludge) were identified and compared by combining cloning–denaturing gradient gel electrophoresis methods. The sludges were sampled in an anaerobic–anoxic–oxic system operating under the same conditions, except for one without the addition of cadmium (Cd0) and the other with addition of 5 mg cadmium l−1 (Cd5). Bacteria in the phylum Proteobacteria were predominant in both Cd0 and Cd5 sludges (39.6% and 35.1% of total bacteria, respectively). However, bacteria in the class Betaproteobacteria were significantly more abundant in Cd0 than in Cd5 sludge (30.7% and 2.1%, respectively). Species related to nutrient removal, such as nitrifying bacteria (Nitrosomonas communis), floc-forming bacteria (Zoogloea ramigera) and phosphate-accumulating organisms (Rubrivivax gelatinosus), were the predominant species in Cd0 sludge, but were not found in Cd5 sludge. Cadmium was significantly toxic to the bacterial community in nutrient removal sludge, especially to the bacteria in the Betaproteobacteria. The comparison of microbial communities between these two kinds of sludge was further discussed in the paper.  相似文献   

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