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1.
厌氧颗粒污泥的超微结构分析   总被引:3,自引:0,他引:3  
目的:通过透射电镜对厌氧污泥颗粒内部结构进行系统的分析,研究其中微生物的生态情况及分布特征。方法:对颗粒的表面、1/3、1/2等特征部位处进行超薄切片,在透射电镜下观察并分析。结果:厌氧颗粒污泥由多种微生物但主要是丝状菌、杆状菌和球状菌组成。这些菌群整体上以混栖分布的形式存在,菌体密度从外向内看由密变疏,呈递减式的梯度分布。结论:厌氧颗粒污泥是一个微生态系统,不同类型的细菌种群在系统中相互依存,形成互营共生体系,有利于细菌对有机物的降解。透射电镜下对于污泥颗粒内不同层面中的菌群生态及分布情况的观察非常直观,十分有利于了解各菌群之间的生态关系。因此,采用透射电镜技术是研究厌氧污泥颗粒一种好方法。  相似文献   

2.
成熟厌氧颗粒污泥的结构及其特征*   总被引:13,自引:0,他引:13  
厌氧序批式反应器〈AnaerobicSequencingBatchReactorASBR〉在处理啤酒废水过程中 ,能形成厌氧颗粒污泥。文中采用扫描电子显微镜和荧光显微镜技术对成熟厌氧颗粒污泥的结构及微生物群落等进行跟踪观察 ,结果显示 ,颗粒污泥结构复杂 ,细菌以微群落形式分布 ,其中产甲烷菌占一定比例。同时也探讨了厌氧颗粒污泥的形成机制。  相似文献   

3.
厌氧颗粒污泥(anaerobicgranularsludge,AnGS)是由多种功能微生物组成的自固定化聚集体,具有容积负荷高、工艺简单、剩余污泥产量低等优点,在废水处理领域中显示出巨大的技术和经济潜力,被认为是一种很有前景的低碳废水处理工艺。本文系统总结了近年来厌氧颗粒污泥微生物结构和功能的研究成果,从微生物学角度讨论了厌氧颗粒污泥形成及稳定的影响因素,并对今后厌氧颗粒污泥的研究进行了展望,以期为后续厌氧颗粒污泥技术的深入研究和实际工程应用提供参考。  相似文献   

4.
厌氧氨氧化颗粒污泥聚集机制研究进展   总被引:1,自引:1,他引:0  
厌氧氨氧化(anaerobic ammonium oxidation,anammox)工艺被认为是当前污水生物脱氮领域最经济的处理工艺,有利于实现污水处理厂的能源自给。厌氧氨氧化菌是该工艺的核心功能微生物。以厌氧氨氧化菌为主导微生物形成的厌氧氨氧化颗粒污泥具有沉速大、污泥持留能力强及对不利环境抵抗能力强等突出优势,是实现厌氧氨氧化工艺最有前景的污泥形态。本论文围绕厌氧氨氧化颗粒,介绍了厌氧氨氧化菌的特性、种类及代谢途径,综述了厌氧氨氧化颗粒污泥的形成假说及与厌氧氨氧化颗粒污泥聚集密切相关的胞外聚合物(extracellular polymeric substance,EPS)和群体感应研究现状,并对今后厌氧氨氧化颗粒的研究进行了展望,以期为后续厌氧氨氧化颗粒的研究及厌氧氨氧化颗粒工艺的优化提供参考。  相似文献   

5.
厌氧生物处理技术因其具有有机负荷高、污泥产量低、能耗低等优点被广泛应用于各种废水处理中。厌氧颗粒污泥具有沉降性能好、微生物浓度高、有机负荷高等优点,极大地提高了废水处理效率。尤其在处理含高氨氮废水中,厌氧颗粒污泥的形成对反应器的高效生物脱氮至关重要。但到目前为止,厌氧反应器中的颗粒污泥形成及废水处理效果还缺乏系统的认识。鉴于此,总结了厌氧反应器中颗粒污泥的形成机制,分析了影响厌氧反应器中颗粒污泥形成的因素,论述了厌氧反应器中厌氧颗粒污泥生长的模拟,最后介绍了厌氧颗粒污泥在国内外的主流应用。厌氧反应器中颗粒污泥的形成是综合因素影响的结果,对影响厌氧颗粒污泥形成的每个因素都需要认真对待,可为在厌氧反应器中颗粒污泥的培育和应用提供理论指导和技术支撑。  相似文献   

6.
柠檬酸废水IC反应器厌氧颗粒污泥真细菌结构分析   总被引:1,自引:0,他引:1  
目的:分析柠檬酸工业废水IC厌氧反应器处理时产生的厌氧颗粒污泥中真细菌的菌群结构.方法:构建细菌的16S rDNA克隆文库,对文库中的16S rDNA基因序列进行测序,然后Blast比对,并进行分类、建系统发育树.结果:对获得的77个16S rDNA序列进行测序,按序列相似性≥97%的分类标准,这些序列可分为22个OTU,其中4个优势OTU分别与棒杆菌属(Corynebacterium)、梭菌属(Clostridium)、消化球菌属(Peptococcus)、疣微菌属(Verrucomicrobia)最为相近,其余OTU的克隆数较少.颗粒污泥中的真细菌主要为放线菌纲(Actinobacteria)、梭菌纲(Clostridia)、拟杆菌纲(Bacteroidetes)以及δ-变形菌纲(Deltaproteobacteria)的细菌,分别占克隆总数的34/77、31/77、6/77、6/77.结论:该文研究了柠檬酸废水处理过程中产生的厌氧颗粒污泥中细菌的菌群组成和结构,为深入了解柠檬酸废水的厌氧处理过程提供了一定的理论借鉴作用.  相似文献   

7.
姜谦  张衍  刘和 《微生物学通报》2019,46(8):1998-2008
添加导电碳颗粒能够促进厌氧消化过程稳定性、底物降解率以及产沼气品质的同步提高。本文总结了以活性炭和生物炭为代表的导电碳颗粒对城市污泥厌氧消化的影响,探讨了导电碳颗粒促进城市污泥厌氧消化的机理,阐述了导电碳颗粒介导的微生物直接种间电子传递(Directinterspecies electrontransfer,DIET)在强化污泥厌氧消化中的作用机制,分析了复杂厌氧消化体系中微生物DIET互营关系的研究现状,同时对导电碳颗粒的物理化学特性及其对污泥厌氧消化产甲烷的影响进行了分析,最后对未来导电碳颗粒促进城市污泥厌氧消化的研究进行了展望。  相似文献   

8.
一种新型颗粒污泥——无机核颗粒污泥的形成和机理探讨   总被引:1,自引:0,他引:1  
在人工配水以葡萄糖为主要基质长期运行的EGSB反应器中,发现了一种具有特殊结构的新型厌氧颗粒污泥———无机核颗粒污泥。扫描电镜观察,其内部形成较大直径、带有清晰微生物自溶痕迹、均匀分布的无机质核心,外层则为紧密的微生物所包裹。通过能谱、X射线衍射分析,确定内核无机质为Ca5(PO4·CO3)3(OH)(碳磷灰石)。根据结构特征,提出了无机核颗粒污泥的生长过程模型。进一步分析认为EGSB反应器的宏观pH值环境和颗粒污泥微观pH值环境是形成颗粒污泥无机核的原因。  相似文献   

9.
中高温污泥厌氧消化系统中微生物群落比较   总被引:9,自引:0,他引:9  
【目的】结合中温与高温消化两者优势的两相厌氧消化工艺可能是推进污泥厌氧消化发展的重要方向,因此,探究和比较中温和高温污泥厌氧消化系统中微生物群落组成的异同具有重要意义。【方法】利用高通量测序技术检测中温和高温厌氧消化系统中细菌与古菌的16S r RNA基因序列信息和真菌的内转录间隔(ITS)序列信息,利用基因芯片(Geo Chip 5.0)检测病毒和病原菌致病基因的信息,以对比中温和高温条件下微生物群落在物种组成和功能基因层面上的异同。【结果】中温和高温条件下细菌和古菌在群落物种组成上存在显著差异,病毒和病原菌毒性基因也显著不同,而两种系统中真菌群落的物种组成相似且丰度相对较低。中温条件下产甲烷古菌和未分类微生物相对丰度较高,而高温条件下产酸及嗜热菌相对丰度较高,且高温消化后病毒和病原菌毒性基因相对丰度下降。微生物群落结构与COD、TS和VS有着显著相关性。【结论】微生物群落组成和功能基因在中高温的污泥厌氧消化系统中显著不同,从而解释了两个系统功能的差异。微生物群落的形成与进水参数相关,说明微生物对进水条件敏感。  相似文献   

10.
UASB反庆器中影响污泥颗粒化的工程因素   总被引:2,自引:0,他引:2  
研究了具有不同微生物群系的接种污泥,流动方式和流速对上流式厌氧污泥床(UASB)反应器中活性污泥粒化的影响,颗粒化过程包括:微生物絮凝体的形成,亚核的形成,亚核增长和颗粒成熟四个阶段,微絮凝体的形成取决于酸化菌伯作用,流体的动量传递和流体对悬浮物的剪切作用是影响亚核形成的关键性工程因素,为此提高最低流速概念,即形成污泥膨胀床的最低流速。合适的进料速率,污泥负荷,布水均匀性以及碱度控制是UASB反应  相似文献   

11.
氯苯对EGSB反应器内颗粒污泥性质影响的研究   总被引:1,自引:0,他引:1  
采用ECSB反应器处理含氯苯有机废水,主要研究了氮苯对颗粒污泥性质的影响。结果表明:氮苯对处理葡萄糖自配水的EGSB反应器内颗粒污泥中的细菌有较强毒害作用,连续投加低浓度氮苯72d后,扫描电镜观察可发现颗粒污泥表面和内部细菌均明显受到损害,停止投加氮苯恢复运行30d和50d后,仍可观察到颗粒污泥内部细菌受损害的现象,且部分颗粒污泥内部存在着明显的空洞;随着运行时间的延长,反应器内颗粒污泥的粒径有较大程度的增大;但长期接触氯苯导致部分颗粒污泥解体,使得小粒径污泥增多,而大粒径污泥相应减少;氮苯对颗粒污泥的损害还表现在使大粒径颗粒的沉速减小,甚至导致部分颗粒污泥内部形成空洞而上浮。  相似文献   

12.
Aerobic granular sludge represents an interesting approach for simultaneous organic matter and nitrogen removal in wastewater treatment plants. However, the information about microbial communities in aerobic granular systems dealing with industrial wastewater like pig slurry is limited. Herein, bacterial diversity and dynamics were assessed in a pilot scale plant using aerobic granular sludge for organic matter and nitrogen elimination from swine slurry during more than 300 days. Results indicated that bacterial composition evolved throughout the operational period from flocculent activated sludge, used as inoculum, to mature aerobic granules. Bacterial diversity increased at the beginning of the granulation process and then declined due to the application of transient organic matter and nitrogen loads. The operational conditions of the pilot plant and the degree of granulation determined the microbial community of the aerobic granules. Brachymonas, Zoogloea and Thauera were attributed with structural function as they are able to produce extracellular polymeric substances to maintain the granular structure. Nitrogen removal was justified by partial nitrification (Nitrosomonas) and denitrification (Thauera and Zoogloea), while Comamonas was identified as the main organic matter oxidizing bacteria. Overall, clear links between bacterial dynamics and composition with process performance were found and will help to predict their biological functions in wastewater ecosystems improving the future control of the process. © 2016 American Institute of Chemical Engineers Biotechnol. Prog., 32:1212–1221, 2016  相似文献   

13.
In the present paper, aerobic granules were developed in a sequencing batch reactor (SBR) using synthetic wastewater, and 81 % of granular rate was obtained after 15-day cultivation. Aerobic granules have a 96 % BOD removal to the wastewater, and the reactor harbors a mount of biomass including bacteria, fungi and protozoa. In view of the complexity of kinetic behaviors of sludge and biological mechanisms of the granular SBR, a cellular automata model was established to simulate the process of wastewater treatment. The results indicate that the model not only visualized the complex adsorption and degradation process of aerobic granules, but also well described the BOD removal of wastewater and microbial growth in the reactor. Thus, CA model is suitable for simulation of synthetic wastewater treatment. This is the first report about dynamical and visual simulation of treatment process of synthetic wastewater in a granular SBR.  相似文献   

14.
Anaerobic granulation technology for wastewater treatment   总被引:11,自引:0,他引:11  
Anaerobic wastewater treatment using granular sludge reactors is a developing technology, in which granular sludge is the core component. So far, around 900 anaerobic granular sludge units have been operated worldwide. Although intensive research attention has been given to anaerobic granules in the past 20 years, the mechanisms responsible for anaerobic granulation and the strategy of how to expedite substantially the formation of granular sludge have not yet been completely clear. This paper reviews the mode of anaerobic granulation, including the mechanisms and models for anaerobic granulation, major factors influencing anaerobic granulation, characteristics of anaerobic granules, anaerobic granulation in other types of reactors, industrial application of anaerobic granulation technology and neural fuzzy model-based control strategy developed for anaerobic systems. Some approaches for future research are outlined.  相似文献   

15.
Granular sludge formation in upflow anaerobic sludge blanket (UASB) reactors   总被引:38,自引:0,他引:38  
The state of the art for upflow anaerobic sludge blanket (UASB) reactors is discussed, focusing on the microbiology of immobilized anaerobic bacteria and the mechanism of granule formation. The development of granular sludge is the key factor for successful operation of the UASB reactors. Criteria for determining if granular sludge has developed in a UASB reactor is given based on the densities and diameters of the granular sludge. The shape and composition of granular sludge can vary significantly. Granules typically have a spherical form with a diameter from 0.14 to 5 mm. The inorganic mineral content varies from 10 to 90% of the dry weight of the granules, depending on the wastewater composition etc. The main components of the ash are calcium, potassium, and iron. The extracellular polymers in the granular sludge are important for the structure and maintenance of granules, while the inorganic composition seems to be of less importance. The extracellular polymer content varies between 0.6 and 20% of the volatile suspended solids and consists mainly of protein and polysaccharides. Both Methanosaeta spp. (formerly Methanothrix) and Methanosarcina spp. have been identified as important aceticlastic methanogens for the initial granulation and development of granular sludge. Immunological methods have been used to identify other methanogens in the granules. The results have showed that, besides the aceticlastic methanogens Methanosaeta spp. and Methanosarcina spp., hydrogen and formate utilizing bacteria are also present, e.g., Methanobacterium formicicum, Methanobacterium thermoautotrophicum, and Methanobrevibacter spp. Microcolonies of syntrophic bacteria are often observed in the granules, and the significant electron transfer in these microcolonies occurs through interspecies hydrogen transfer. The internal organization of the various groups of bacteria in the granules depends on the wastewater composition and the dominating metabolic pathways in the granules. Internal organization is observed in granules where such an arrangement is beneficial for an optimal degradation of the wastewater. A four-step model is given for the initial development of granular sludge. (c) 1996 John Wiley & Sons, Inc.  相似文献   

16.
Aggregation of bacterial cells is used in formation of microbial granules. Aerobically grown microbial granules can be used as the bio-agents in the treatment of wastewater. However, there are problems with start up of microbial granulation and biosafety of this process. Aim of this research was selection and testing of safe microbial strain with high cell aggregation ability to shorten period of microbial granules formation. Five bacterial strains with cell aggregation index higher than 50% have been isolated from the granules. Strain of Pseudomonas veronii species was considered as most probably safe starter culture for granulation because other strains belonged to the species known as human pathogens. The microbial granules were formed after 3 days of cultivation in case when P. veronii strain B was applied to start-up aerobic granulation process using model wastewater. The granules were produced from activated sludge after 9 days of cultivation. Microbial aggregates produced from starter culture of P. veronii strain B were more compact (sludge volume index was 70 ml/g) than those produced from activated sludge (sludge volume index was 106 ml/g). It is a first proof that application of selected safe starter pure culture with high cell aggregation ability can accelerate and enhance formation of microbial granules.  相似文献   

17.
The evolution of a microbial community was investigated during sludge granulation using a wide range of micro-scale and molecular biology techniques. Experimental results demonstrate that polyphosphate-accumulating granules were successfully cultured during the anaerobic/aerobic cycle. Improvement in sludge sedimentation performance occurred prior to the formation of granular sludge and was not affected by change in granule size. Rod-shaped and filamentous bacteria appeared to initiate granule formation and generate the structures that supported further granule growth. It was observed that mature granules supported microbial populations that differed from nascent granules and were predominantly packed with coccoid bacteria. It was further observed that the diversity of the granular microbial community increased as the granules grew. Accumulibacter, Nitrosospira and Thauera were mainly responsible for nutrient removal while microorganisms such as Rhodocyclus and Hyphomicrobiaceae appeared to be primarily responsible for forming and maintaining the granule structure.  相似文献   

18.
Microbial aggregates of an aerobic granular sludge can be used for the treatment of industrial or municipal wastewater, but their formation from a microbial activated sludge requires several weeks. Therefore, the aim of this research was the selection of microbial cultures to shorten the granule-forming period from several weeks to a few days. An enrichment culture with the ability to accelerate granulation was obtained by repeating the selection and batch cultivation of fast-settling microbial aggregates isolated from the aerobic granular sludge. Bacterial cultures of Klebsiella pneumoniae strain B and Pseudomonas veronii strain F, with self-aggregation indexes of 65 and 51%, respectively, and a coaggregation index of 58%, were isolated from the enrichment culture. A mixture of these strains with the activated sludge was used as an inoculum in an experimental sequencing batch reactor to start up an aerobic granulation process. Aerobic granules with a mean diameter of 446±76 μm were formed in an experiment after 8 days of cultivation, but microbial granules were absent in controls. Considering biosafety issues, K. pneumoniae strain B was excluded from further studies, but P. veronii strain F was selected for larger-scale testing.Stephen Tiong-Lee Tay Passed away on 27 July 2005.  相似文献   

19.
Aerobic granular sludge can be classified as a type of self-immobilized microbial consortium, consisting mainly of aerobic and facultative bacteria and is distinct from anaerobic granular methanogenic sludge. Aerobic granular technology has been proposed as a promising technology for wastewater treatment, but is not yet established as a large-scale application. Aerobic granules have been cultured mainly in sequenced batch reactors (SBR) under hydraulic selection pressure. The factors influencing aerobic granulation, granulation mechanisms, microbial communities and the potential applications for the treatment of various wastewaters have been studied comprehensively on the laboratory-scale. Aerobic granular sludge has shown a potential for nitrogen removal, but is less competitive for the high strength organic wastewater treatments. This technology has been developed from the laboratory-scale to pilot scale applications, but with limited and unpublished full-scale applications for municipal wastewater treatment. The future needs and limitations for aerobic granular technology are discussed.  相似文献   

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