浮床空心菜对氮循环细菌数量与分布和氮素净化效果的影响

通过在塑料水箱中水培空心菜(Ipomoea aquatica),研究浮床空心菜对氮循环细菌数量、分布和氮素净化效果的影响。研究结果表明,浮床空心菜氮循环细菌总数、氨化菌、亚硝化菌、硝化菌数量极显著高于空白对照(P<0.01),浮床空心菜反硝化菌数量与空白对照差异不显著(P>0.05);氨化菌在根内、根面、水体中的分布差异不大,亚硝化菌主要分布在根内和根面,硝化菌主要分布在根面,反硝化菌主要分布在水体中;试验结束时,浮床空心菜系统和空白对照对氨氮的去除率分别为91.8%和88.5%,对总氮的去除率分别为48.2%和62.1%。通过浮床空心菜各种氮循环细菌数量、分布与氮素浓度的相关性分析,发现浮床空心菜系统中氮素的去除是植物吸收,根系表面的氨化作用,以及水体中硝化、反硝化共同作用的结果,而空白对照系统中氮素的主要去除途径是微生物的硝化/反硝化作用以及氨挥发。     

脱氮功能菌去除市政废水中氮素的研究

为了探讨实验室筛选获得的氨氧化细菌CM-NRO14和反硝化细菌CM-NRD3联合去除市政废水中氮素的应用价值,采用了两级A/O工艺进行菌株去除废水中氮素的小试实验,最后将菌株用于废水脱氮工程中。结果表明,脱氮功能菌实现了短程硝化-反硝化,氨氮去除率在98%以上,总氮去除率在75%以上, COD (化学需氧量)去除率大于90%,出水各项指标均低于城镇污水处理厂污染物排放一级(A)标准。脱氮功能菌在去除市政废水中氮素方面有很高的应用价值,可用于城镇污水处理厂提标改造等。     

异养硝化-好氧反硝化菌脱氮相关酶系及其编码基因的研究进展

水体氮素污染日益严重,如何经济、高效地去除水体氮素已成为研究热点。近年来,研究人员已从不同环境中分离到许多同时具有异养硝化和好氧反硝化功能的菌株,此类菌生长迅速,可在好氧条件下同时实现硝化和反硝化的过程,并可用于脱除有机污染物,是一类应用潜力巨大的脱氮菌。目前,异养硝化-好氧反硝化菌的脱氮途径和机制主要是通过测定氮循环中间产物或终产物、测定相关酶活性、注释部分氮循环相关基因及参考自养硝化菌和缺氧反硝化菌的氮循环途径等进行研究,其完整的氮素转化途径和氮代谢机制还需要进一步明确。总结了目前异养硝化-好养反硝化菌的脱氮相关酶系及其编码基因的研究进展,以期为异养硝化-好氧反硝化菌的理论研究及其在污水脱氮处理上的应用提供参考。     

污水土地生态处理脱氮技术的中型试验研究

地沟式污水土地生态处理工艺,是自然生态净化与人工工艺相结合的小规模污水处理回用技术。它是采用土壤毛细管浸润扩散原理的浅型土壤处理技术,在人工可控条件下,将污水科学、合理地投配到设计定型的装置内,利用污水的能量,把其所携带的污染物,通过人工基质(土壤、砂、碎石等,填料-水-微生物-植物系统)的物质循环和能量流动,逐级降解;在不同的污染负荷、水力负荷下,完成一系列物理、化学、物理化学和微生物化学、生物化学的反应。通过以贵州典型的黄壤土为主配比的人工土作为处理系统填料的现场中型试验,探讨地沟式污水土地处理系统的脱氮效果及其影响因素。地沟式污水土地生态系统对氨氮和总氮去除效果良好,去除率分别达到84 .7%和70 .7% ,出水氨氮(14 .0 mg/L )和总氮(2 4 .7mg/L ) ,达到建设部颁发的生活杂用水水质标准。对处理系统微生物数量及分布的研究表明:处理系统中氮转化细菌丰富,氨化细菌为10 3～10 6 cfu MPN/g(土壤) (cfu:形成菌落数:MPN:最大可能数量) ,亚硝化菌为10 3～10 6 MPN/g(土壤) ,硝化菌10 4～10 6 MPN/g(土壤) ,反硝化细菌为10 3～10 6 MPN/g(土壤)。由硝化/反硝化实现生物脱氮是土地生态处理系统去除总氮的主要途径;建立土壤、土壤微生物、土壤植被环境以促进硝化作用是提高总     

好氧反硝化菌的筛选及其脱氮除磷性质的研究

利用富集培养基, 从用生活污水驯化后的活性污泥中筛选得到一株具有好氧反硝化兼具除磷功能的细菌。通过形态学及生理生化指标鉴定其为假单胞菌属。利用此好氧反硝化菌处理模拟废水及生活废水, 通过监测总氮、无机磷及CODcr变化确定在C/N摩尔比为3:1、接种量为10%、pH 6.8、30°C条件下处理2 d, 该菌株脱氮、除磷及去除有机物的效果最佳, 活性污泥经此好氧反硝化菌强化后, 对生活废水的处理能力得到明显提升。     

一株异养硝化-反硝化不动杆菌的分离鉴定及脱氮活性

[目的]分离筛选并鉴定一株异养硝化-反硝化细菌,并探讨其在脱氮中的作用.[方法]富集培养分离筛选微生物,通过形态观察和生理生化特征及16S rDNA鉴定细菌,定时测定其OD600研究生长曲线,正交试验研究其脱氮影响因素和最佳条件,与污水处理厂活性污泥共同作用检验其脱氮活性.[结果]分离到一株异养硝化-反硝化细菌,鉴定结果表明是一株不动杆菌,命名为Acinetobacter sp.YF14,这是已知报道的第一株进行异养硝化和好氧反硝化的不动杆菌.该菌在12 h时进入对数期,22 h时进入稳定期,45 h以后进入衰亡期.该菌能进行异养硝化,3d后氨氮和总氮的去除率可以达到92％和91％,且无硝酸盐氮和亚硝酸盐氮积累.好氧条件下该菌能进行反硝化,在硝酸盐和亚硝盐培养基中均能将氮几乎完全去除.对该菌脱氮的影响程度大小依次为转速＞接种量＞碳源＞碳氮比＞ pH.当转速为160 r/min,碳源取葡萄糖,接种量1％,碳氮比为8∶1,pH为6.5时,脱氮效果最好.该菌株可以提高活性污泥对于生活污水总氮脱除率约30％.[结论]菌YF14可以明显加强活性污泥脱氮效果,显示了良好的应用前景.     

人工湿地氮去除关键功能微生物生态学研究进展

人工湿地是一种能有效处理水体氮素污染的生态技术,其中微生物是驱动人工湿地系统中氮素去除的重要引擎。近20年来,随着分子生物学技术的广泛应用,有关人工湿地氮去除功能微生物生态学方面研究取得了一些重要进展。以硝化-反硝化作用和厌氧氨氧化作用这两种重要的人工湿地微生物脱氮途径为主,针对氨氧化细菌/古菌、厌氧氨氧化菌和反硝化菌等关键脱氮功能微生物的研究,重点归纳总结了目前有关这几类关键功能菌群在人工湿地中的丰度、活性、多样性、分布特征与影响因素,及其对废水中氮去除的作用,并在此基础上对今后的重点研究工作提出了展望。面向未来人工湿地氮去除关键功能微生物的研究应侧重其在污水净化和温室气体减排等方面的生态功能研究,同时加强其代谢过程与机制以及不同功能菌群间的关联研究。     

好氧甲烷氧化耦合反硝化极限脱氮系统的效能及应用

【目的】探究甲烷浓度、温度和氮浓度对好氧甲烷氧化耦合反硝化(AME-D)极限脱氮系统的影响,分析该系统微生物群落结构,并对贵阳某污水处理厂尾水进行应用研究。【方法】采用阶段性实验研究甲烷浓度、温度和氮浓度对系统脱氮效能的影响,通过16SrRNA基因测序技术分析系统中微生物群落结构,利用共焦显微拉曼光谱仪分析实际废水水质变化特征。【结果】甲烷进气比为3%、温度为30°C、氮浓度为20 mg/L时脱氮效果最好,系统的总氮、氨氮和硝酸盐氮平均去除率分别为93.66%、96.13%和92.25%;系统中的主要甲烷氧化菌分别为Methylosarcina(1.84%)、Methylovulum(0.01%)和Crenothrix(0.14%),以及兼性甲烷氧化菌属Methylocystis(1.9%),主要的亚硝化菌为Nitrosomonas(0.008%),硝化菌为Nitrospira (0.42%),反硝化菌为Hyphomicrobium (1.19%)和Pseudomonas (0.61%);采用该系统处理贵阳某污水处理厂尾水时,出水总氮平均浓度达到0.96mg/L,能达到极限脱氮的目的,拉曼光谱分析显示系统对硝酸盐氮和亚硝酸盐氮有较高的去除,甲烷被氧化形成的中间产物可能为醇类或醛类物质,为反硝化菌提供所需碳源。【结论】AME-D极限脱氮由多种微生物协同实现,其功能微生物为甲烷氧化菌、亚硝化菌、硝化菌和反硝化菌,应用研究显示该系统在城镇污水处理系统中具有较大的应用潜力。     

好氧反硝化菌强化生态浮床对水体氮与有机物净化机理

好氧反硝化菌强化生态浮床通过挂膜将异养硝化-好氧反硝化菌与填料结合,并添加曝气强化措施,提高浮床对富营养化水体中氮和有机物的去除效果。结果表明,在7天内,好氧反硝化菌强化生态浮床在COD_(Cr)/TN=1.7~2.9的进水下,对NH_4~+-N、NO_3~--N、TN和COD_(Cr)的去除率分别为54.5%、100%、59.8%和56.3%,对TN和COD_(Cr)的去除率比传统生态浮床分别提高了47.1%和36.3%;在COD_(Cr)/TN=3.3~5.0的进水下,对NH_4~+-N、NO_3~--N、TN和COD_(Cr)的去除率分别为55.4%、100%、48.9%和65.6%,对TN和COD_(Cr)的去除率比传统生态浮床分别提高了21.0%和20.0%。好氧反硝化菌强化生态浮床中,曝气和异养硝化-好氧反硝化菌的添加提高了浮床对有机物的降解,增强了其在高溶解氧水平下的反硝化作用,克服了曝气生态浮床对NO_3~--N降解效果差的缺点。利用Monod动力学方程对好氧反硝化菌强化生态浮床初期降解氮素和有机物过程进行描述,相关系数为0.9,说明Monod动力学方程适用于描述好氧反硝化菌强化生态浮床的反应动力学。     

基于好氧反硝化及反硝化聚磷菌强化的低温低碳氮比生活污水生物处理中试研究

【背景】低碳氮比生活污水很难达标处理,多级A/O工艺、生物强化技术及生物膜技术的有机结合可有效解决这一问题。【目的】开发出一种泥膜共生多级A/O工艺并进行中试研究,驯化出高效脱氮除磷菌剂并对系统进行生物强化。【方法】通过测定中试设备出水及污水处理厂出水化学需氧量(Chemical oxygen demand,COD)、氨氮(NH_4~+-N)、硝氮(NO_3~--N)、总氮(Total nitrogen,TN)、总磷(Total phosphorus,TP)对比分析两种工艺的污染物去除效能,利用高通量测序技术对比生物强化技术对系统微生物群落结构的影响。【结果】中试设备对COD、NH_4~+-N、NO_3~--N、TN、TP的去除效果均优于污水处理厂的处理工艺;驯化的低温好氧反硝化菌TN去除率最大值可达84.21%,驯化的低温反硝化聚磷菌群对磷的去除率最高可达85.75%;利用驯化菌群对中试设备进行生物强化后较好地改善了系统NH_4~+-N、NO_3~--N、TN、TP的去除效果;经生物强化后,具有好氧反硝化和反硝化聚磷功能的Pseudomonas菌群明显增多。【结论】泥膜共生多级A/O工艺对于低碳氮比生活污水的处理具有很好的效果,利用生物强化技术可有效提高低温条件下系统污染物去除效能。     

有机碳源下废水厌氧氨氧化同步脱氮除碳

为明确有机碳源胁迫下,厌氧氨氧化反应器的同步脱氮除碳规律及功能微生物群落结构的动态变化,采用成功启动的厌氧氨氧化UASB反应器,通过逐步提升进水有机负荷,探究有机碳源下废水厌氧氨氧化同步脱氮除碳。研究表明,当进水化学需氧量(Chemical oxygen demand,COD)浓度从172 mg/L升至620 mg/L,反应器维持较高的脱氮效率,氨氮和总氮去除率均在85%以上,并对COD具有平均56.6%的去除率,高浓度COD未对Anammox菌活性构成显著抑制作用。聚合酶链式反应和变性梯度凝胶电泳(PCR-DGGE)图谱和割胶测序结果表明,变形菌门Proteobacteria、浮霉菌门Planctomycetes、绿曲挠菌门Chloroflexi以及绿菌门Chlorobi等微生物共存于同一反应体系中,推测反应器内存在复杂的脱氮除碳途径。而且,代表厌氧氨氧化的部分浮霉菌门微生物能耐受高浓度有机碳源,在高有机负荷下依旧发挥着高效的脱氮作用,为反应器高效脱氮提供了保障。     

Enhancing mainstream nitrogen removal by employing nitrate/nitrite-dependent anaerobic methane oxidation processes

Due to serious eutrophication in water bodies, nitrogen removal has become a critical stage for wastewater treatment plants (WWTPs) over past decades. Conventional biological nitrogen removal processes are based on nitrification and denitrification (N/DN), and are suffering from several major drawbacks, including substantial aeration consumption, high fugitive greenhouse gas emissions, a requirement for external carbon sources, excessive sludge production and low energy recovery efficiency, and thus unable to satisfy the escalating public needs. Recently, the discovery of anaerobic ammonium oxidation (anammox) bacteria has promoted an update of conventional N/DN-based processes to autotrophic nitrogen removal. However, the application of anammox to treat domestic wastewater has been hindered mainly by unsatisfactory effluent quality with nitrogen removal efficiency below 80%. The discovery of nitrate/nitrite-dependent anaerobic methane oxidation (n-DAMO) during the last decade has provided new opportunities to remove this barrier and to achieve a robust system with high-level nitrogen removal from municipal wastewater, by utilizing methane as an alternative carbon source. In the present review, opportunities and challenges for nitrate/nitrite-dependent anaerobic methane oxidation are discussed. Particularly, the prospective technologies driven by the cooperation of anammox and n-DAMO microorganisms are put forward based on previous experimental and modeling studies. Finally, a novel WWTP system acting as an energy exporter is delineated.     

The development of simultaneous partial nitrification, ANAMMOX and denitrification (SNAD) process in a single reactor for nitrogen removal

The simultaneous partial nitrification, ANAMMOX and denitrification (SNAD) process was validated to potentially remove ammonium and COD from wastewater in a single, oxygen-limited, non-woven rotating biological contactor (NRBC) reactor. An ammonium conversion efficiency of 79%, TN removal efficiency of 70% and COD removal efficiency of 94% were obtained with the nitrogen and COD loading rate of 0.69 kgN/m(3)d and 0.34 kg/m(3)d, respectively. Scanning electron microscopy (SEM) observation and fluorescence in situ hybridizations (FISH) analysis revealed the existence of the dominant groups of bacteria. As a result, the aerobic ammonia-oxidizing bacteria (AOB), with a spot of aerobic heterotrophic bacteria were mainly distributed in the aerobic outer part of the biofilm. However, ANAMMOX bacteria with denitrifying bacteria were present and active in the anaerobic inner part of the SNAD biofilm. These bacteria were found to exist in a dynamic equilibrium to achieve simultaneous nitrogen and COD removal in NRBC system.     

生物膜型污水脱氮系统中膜结构及微生物生态研究进展

生物膜法污水脱氮系统主要利用生物膜中脱氮功能微生物的代谢活动去除氮素,从而达到净化水质的目的,研究脱氮生物膜的微观结构和微生物生态是揭示生物膜脱氮机理从而提高脱氮效率的重要途径.本文综述了生物膜型污水脱氮系统类型、生物膜微观结构特征及其影响因素、生物膜型污水脱氮系统内氮素传质过程、脱氮机理和生物膜数学模型等方面的研究进展.另外,本文介绍了生物膜型污水脱氮系统内生物膜脱氮功能微生物分布特征,不同生物膜脱氮系统、底物、运行条件和时间对功能微生物群落影响,及新型脱氮功能微生物等方面的研究进展,为生物膜脱氮技术的深入研究提供参考.     

Long-term population dynamics and in situ physiology in activated sludge systems with enhanced biological phosphorus removal operated with and without nitrogen removal

Quantitative fluorescence in situ hybridization (FISH) and the combination of FISH with microautoradiography (MAR) were used in order to study the long-term population dynamics (2.5 years) and the in situ physiology in two parallel activated sludge pilot systems with enhanced biological phosphorus removal (EBPR). The two systems received the same influent wastewater, but were differently operated (with and without nitrogen removal, respectively). Both systems showed a significant P removal that increased when different substrates (phosphorus (P), acetate and glucose, respectively) were added to the influent wastewater. Rhodocyclus-related bacteria were present in both systems in significant numbers (ranging from 4 to 28%) throughout the whole period. This supports the hypothesis that these bacteria occur in significant numbers in different types of well-operating EBPR activated sludge processes. However, we observed a lower correlation (< 0.5) for the amount of Rhodocyclus-related bacteria to the P content in activated sludge than previous studies (> 0.9). The Actinobacteria were the only additional group of bacteria which showed a similar degree of correlation to the P content in activated sludge as the Rhodocyclus-related bacteria--but only for the system without nitrogen removal. Significant amounts (< or = 12%) of glycogen-accumulating bacteria (GAOs) were detected in the system with nitrogen removal (but not in the other system), but had no, in contrast to previous observations, apparent negative effect on the overall EBPR performance. FISH-MAR indicated that a significant part of the Betaproteobacteria (part of them identified as Rhodocyclus-related bacteria) as well as the Actinobacteria were able to take up 33Pi, [3H]-acetate and [3H]-glucose under anaerobic-aerobic conditions. The contribution of anoxic 33Pi uptake under alternating anaerobic-anoxic conditions was significantly lower. Interestingly, not all Rhodocyclus-related bacteria showed uptake of these three radioactive substrates. This may be due to differences in metabolic state, physiological potential or genotype, not detectable by the present probe set for Rhodocyclus-related bacteria. Comparison of the 33Pi, [3H]-acetate and [3H]-glucose uptake by activated sludge after different fixation and incubation procedures showed that a part of the observed 33Pi uptake may have been caused by a combination of a biological and chemical or biologically induced chemical P adsorption.     

Nitrogen-removal bioreactor capable of simultaneous nitrification and denitrification for application to industrial wastewater treatment

A bioreactor system with 30 packed gel envelopes was installed in a thermal power plant for the removal of nitrogen from ammonia-containing desulfurization wastewater. Each envelope consisted of double-sided plate gels containing Nitrosomonas europaea and Paracoccus denitrificans cells with an internal space in between for injecting an electron donor. The envelope can remove ammonia from wastewater in a single step. When the wastewater was continuously treated with the bioreactor system, it removed 95.0% of the total nitrogen in the inlet, and the total nitrogen concentration in the outlet was below 9.0 mg L⁻¹. The maximum nitrogen removal rate was 6.0 g day⁻¹ per square meter of the gel area. The maximum utilization efficiency of the injected ethanol for denitrification was 98.4%, and the total organic carbon concentration in the outflow was maintained at a low level. Since the bioreactor system could use the electron donor effectively, it was not necessary to use an additional aerobic tank to remove the electron donor and a settling tank to segregate the surplus sludge containing bacteria from wastewater. Our concept of using packed gel envelopes would be highly effective for constructing a simple and efficient nitrogen removal system capable of simultaneous nitrification and denitrification.     

海洋氮循环中细菌的厌氧氨氧化

细菌厌氧氨氧化过程是在一类特殊细菌的厌氧氨氧化体内完成的以氨作为电子供体硝酸盐作为电子受体的一种新型脱氮反应.厌氧氨氧化菌的发现,改变人们对传统氮的生物地球化学循环的认识:反硝化细菌并不是大气中氮气产生的唯一生物类群.而且越来越多的证据表明,细菌厌氧氨氧化与全球的氮物质循环密切相关,估计海洋细菌的厌氧氨氧化过程占到全球海洋氮气产生的一半左右.由于氮与碳的循环密切相关,因此可以推测,细菌的厌氧氨氧化会影响大气中的二氧化碳浓度,从而对全球气候变化产生重要影响.另外,由于细菌厌氧氨氧化菌实现了氨氮的短程转化,缩短了氮素的转化过程,因此为开发更节约能源、更符合可持续发展要求的废水脱氮新技术提供了生物学基础.     

河流沉积物氮循环主要微生物的生态特征

微生物驱动的氮循环过程是全球生物地球化学循环的重要组成部分,由于人类活动的影响,氮循环负荷加剧,氮素的生态平衡和微生物的功能特征也相应地受到干扰。河流生态系统是陆地与海洋联系的纽带,因人类活动过量活性氮的输入导致水体富营养化,明显影响着河流的生态功能以及河口沿岸海洋生态系统的平衡。富含微生物的沉积物对氮素的转化和去除起着至关重要的作用。本文主要介绍河流沉积物氮循环主要功能微生物,包括氨氧化细菌、氨氧化古菌、亚硝酸盐氧化菌、反硝化细菌和厌氧氨氧化细菌的群落特征和生态功能,总结氮相关营养盐、溶氧和季节变化等环境因子,以及河道控制管理措施和污水处理厂扰动等条件下氮循环过程主要功能类群的生态特征和响应关系。指出还需深入全面地研究河流沉积物生态系统氮循环过程的驱动机制和微生物的贡献效率,加强城市河流沉积物微生物功能作用的研究及河道生物修复技术的开发。     

Rapid startup and high rate nitrogen removal from anaerobic sludge digester liquor using a SNAP process

In this study, a single-stage autotrophic nitrogen removal reactor, packed with a novel acrylic fiber biomass carrier material (Biofix), was applied for nitrogen removal from sludge digester liquor. For rapid start-up, conventional activated sludge was added to the reactor soon after the attachment of anammox biomass on the Biofix carriers, which allowed conventional activated sludge to form a protective layer of biofilm around the anammox biomass. The Nitrogen removal efficiency reached 75% within 1 week at a nitrogen loading rate of 0.46 kg-N/m³/day for synthetic wastewater treatment. By the end of the synthetic wastewater treatment period, the maximum nitrogen removal rate had increased to 0.92 kg-N/m³/day at a nitrogen loading rate of 1.0 kg-N/m³/day. High nitrogen removal rate was also achieved during the actual raw digester liquor treatment with the highest nitrogen removal rate being 0.83 kg-N/m³/day at a nitrogen loading rate of 0.93 kg-N/m³/day. The thick biofilm on Biofix carriers allowed anammox bacteria to survive under high DO concentration of 5–6 mg/l resulting in stable and high nitrogen removal performance. FISH and CLSM analysis demonstrated that anammox bacteria coexisted and surrounded by ammonium oxidizing bacteria.