有机物对厌氧氨氧化菌活性影响研究进展

厌氧氨氧化反应(Anammax)功能菌世代时间长,生长条件苛刻,在有机物存在的条件下,反应过程和脱氮效果极易受到影响。因此,如何降低有机物对厌氧氨氧化菌(AAOB)活性的影响,是其应用的难点。近年来,研究者在有机物对Anammox反应影响方面开展了大量研究,本文主要综述了有机物的浓度和种类对AAOB活性的影响,并建议控制低浓度有机物环境下(100~200 mg/L以下),可降低有机物对AAOB活性的抑制;同时,可调控不同种类和浓度有机物的异位利用,形成Anammox-反硝化协同作用、Anammox-甲烷化-反硝化耦合作用等实现同步脱碳除氮。最后认为,在有机物对Anammox的影响方面,还可进一步开展AAOB的新陈代谢机制、与其他菌种的竞争合作机理以及耦合作用下菌种富集纯化等方面的研究。     

厌氧氨氧化的生态因子研究进展

厌氧氨氧化生物脱氮技术是近年来发展起来的新型的生物脱氮技术,其实质是氨的亚硝化与亚硝化产物以氨为电子供体的还原相偶联.从生态因子的角度出发,综述了厌氧氨氧化的影响因子(生物因子及非生物因子)的研究进展.并对厌氧氨氧化的应用前景进行了展望,提出了其今后的研究方向.     

短程硝化-厌氧氨氧化工艺的挑战与对策

短程硝化-厌氧氨氧化（PN/A）工艺与传统生物脱氮工艺相比，具有能耗低、设备简单、污泥产率低等诸多优点，在污水脱氮领域备受关注。本文首先总结了PN/A工艺在实际应用中存在的一些挑战，比如，处理高C/N废水效果不佳、亚硝酸盐氧化细菌（NOB）抑制困难、启动缓慢等。然后，针对上述挑战，提出了一些PN/A工艺的改进措施。可使用多种预处理技术来降低废水有机物含量，以减弱高C/N比废水的负面影响；根据NOB、厌氧氨氧化菌（AnAOB）、氨氧化细菌（AOB）之间生长条件的差异，通过调控温度、pH、溶解氧等环境条件或添加抑制剂来抑制NOB的生长。接着，总结了PN/A工艺快速启动的方法，即通过添加化学物质、物理场、外加AnAOB种泥，并给予AnAOB最佳生长条件等方法，实现PN/A工艺的快速启动。最后，展望了PN/A工艺未来有待深入研究的方向。     

VCl2(PPh3)2甲醇溶液光还原氮和放氢反应动力学及氮还原氢化机理的探讨

进行了VCl_2(PPh_3)_2甲醇溶液光还原氮和放氢反应动力学的研究,提出了肼是氮还原为氨的中间物的动力学证据。说明Ⅴ(Ⅱ)络合物是活性物种。氮分子的光还原氢化反应的可能机理是:以形成线形桥式双核钒(Ⅱ)的双氮基络合物活化,受氢原子攻击,形成配位的二亚胺和游离的肼,肼再还原质子化变成氨。     

HEMA与HEA辐射共聚制备固定化微生物载体的结构与性能

应用低温辐射技术辐射诱导甲基丙烯酸β-羟乙酯(HEMA)和丙烯酸羟乙酯(HEA)共聚合制备了高分子载体,用增殖细胞技术固定氨氧化细菌。利用红外光谱(FT-IR)、X射线光电子能谱(XPS)、X射线衍射(XRD)、扫描电子显微镜(SEM)以及接触角和含水率的测试对聚合物载体进行了性能表征。结果表明:经充分溶胀后的聚合物表面水接触角几乎为0,含水率为450%,润湿性能良好;聚合物表面具有极性官能团;聚合物的非晶结构有利于小分子尤其是水分子的渗透和扩散,多孔结构有利于微生物的生长和繁殖。以聚合物为载体固定化氨氧化细菌在处理含氨废水的过程中实现了短程硝化,在3种氨氮负荷(100、1502、00 mg/L)条件下,氨氮去除率和亚硝化率可分别达到95%和90%以上。     

微生物燃料电池阴极脱氮

微生物燃料电池(MFC)阴极电子受体的多样性可实现其阴极脱氮,从而将产生的电能合理利用,因此阴极脱氮成为了MFC的一个研究方向,同时也为实际废水中氮素的去除提供了新的可能。然而在反应过程中有众多因素会导致NOx-N与其他电子受体竞争阳极电子的现象,影响阴极反硝化过程对于电子的利用率,从而造成脱氮效率低等现实问题。目前已有许多研究通过优化MFC自身结构弥补产电的缺陷,及将与其他工艺系统耦合实现同步硝化反硝化等方法,取长补短以增加脱氮效率,降低对碳源的需求,以此解决微生物燃料电池阴极脱氮出现的问题。本文从MFC不同的脱氮历程、MFC工艺条件(pH、C/N、DO)、极室分隔材料等影响MFC阴极脱氮的因素及影响其阴极反硝化微生物群落构成等方面,进行了综述并预测未来研究方向。     

Co/Bi催化剂催化湿法氧化降解垃圾渗滤液中的氨氮

采用催化湿法氧化(CWAO)技术,以Co/Bi为催化剂,对垃圾渗滤液中氨氮(NH₃-N)进行降解处理,并利用GC-MS检测了垃圾渗滤液中含氮有机物的相对含量.结果表明,随着反应温度的升高,CWAO对NH₃-N的降解能力逐渐增强,在220,240,260和280℃条件下,NH₃-N降解规律符合一级动力学反应(r>0.93,n=6).在升温过程(20～300℃)中,NH₃-N浓度变化经历了先升后降两个阶段,并在220℃时达到最大值.GC-MS检测结果表明,在第一阶段,垃圾渗滤液中几种含氮有机物因催化氧化而生成NH₃-N;第二阶段,NH₃-N逐渐被氧化降解,达到了CWAO技术同时降解有机物和NH₃-N的目的.同时,选取垃圾渗滤液中一种含氮有机物2-巯基苯并噻唑进行含氮有机物氮降解机理的验证实验.     

一株硫酸盐型厌氧氨氧化菌的分离和鉴定

以硫酸盐为电子受体、氨为电子供体的反应称为硫酸盐型厌氧氨氧化,这是一个新的生物反应.迄今为止,虽已证明硫酸盐型厌氧氨氧化的存在,但并未获得进行该反应的微生物.本课题组从长期稳定运行的厌氧脱氮除硫反应器污泥中,分离获得了一株硫酸盐型厌氧氨氧化菌.形态观察、生理试验和16SrDNA序列比对表明,该菌株可归入Bacillus benzoevorans.以Biolog板检测发现,该菌株可利用多种碳源,基质多样性明显.其最适代谢pH为8.5,最适代谢温度为30℃.研究证明,该菌株可在无氧条件下,同时去除氨氮和硫酸盐,具有硫酸盐型厌氧氨氧化活性.这一发现为硫酸盐型厌氧氨氧化的确认提供了生物学证据,为新型生物脱氮除硫工艺的研发打下了基础,为微生物学增加了新的内容,为地球氮素和硫素循环提供了新的认识.     

薄层树脂相光度法测定环境水样中痕量Fe(Ⅲ)和Fe(Ⅱ)

天然水(除雨水外)中一般都含有铁盐,地下水中含亚铁盐较多,因空气的氧化,地面水中主要以Fe(Ⅲ)存在。天然水中含铁量一般较低,不致于影响人体健康,但是如超过0.3 mg·L-1则会产生特殊气味而不适于食用。工业上则视其用途有不同要求[1],如纺织、染色、造纸工业上用水含铁量不能超过0.2 mg·L-1。铁也是维持人体正常新陈代谢的重要元素之一,所以环境中铁的测定具有一定意义。近年来,有关树脂相光度法单独测定Fe(Ⅲ)和Fe(Ⅱ)的研究已有报道[2~4],本文在文献[2]的基础上,利用Fe(Ⅲ)和Fe(Ⅱ)能在弱酸性条件下与1,10-二氮杂菲(phen)生成稳定有…     

铱（III）离子催化铈（IV）离子氧化异丁醇的反应动力学及机理

在酸性介质中用氧化还原滴定法研究了铈（IV）离子在痕量铱（III）离子催化作用下,于25～40 ℃区间氧化异丁醇（BA）的反应动力学.结果表明反应对铈（IV）离子为一级,对异丁醇的表观反应级数为正分数.准一级速率常数kobs随[H＋]及催化剂[Ir(Ⅲ)]增加而增大,随[HSO4-]增加而减小.在氮气保护下,反应不能引发丙烯酰胺聚合,说明在反应中没有自由基产生.提出了催化剂、底物和氧化剂间生成双核加合物的反应机理,通过kobs与HSO4-的依赖关系,找到本反应体系的动力学活性物种是Ce(SO4)2＋,并计算出平衡常数、速控步骤的速率常数及相应的活化参数.     

Achieving the nitrite pathway using FA inhibition and process control in UASB-SBR system removing nitrogen from landfill leachate

An up-flow sludge blanket(UASB) and sequencing batch reactor(SBR) system was introduced to remove organics and nitrogen from landfill leachate.The synergetic effect of free ammonia(FA) inhibition and process control was used to achieve the nitrite pathway in the SBR.In previous research,inhibition of FA on nitrite oxidizing bacteria(NOB) activity has been revealed and the process control parameters(DO,ORP and pH) exactly indicate the end-point of nitritation.The method was implemented in the SBR achieving s...     

Stable partial nitritation of mature landfill leachate in a continuous flow bioreactor: Long-term performance,microbial community evolution,and mechanisms

A continuous flow bioreactor was operated for 300 days to investigate partial nitritation (PN) of mature landfill leachate, establishing the long-term performance of the system in terms of the microbial community composition, evolution, and interactions. The stable operation phase (31–300 d) began after a 30 days of start-up period, reaching an average nitrite accumulation ratio (NAR) of 94.43% and a ratio of nitrite nitrogen to ammonia nitrogen (NO₂⁻-N/NH₄⁺-N) of 1.16. Some fulvic-like and humic-like compounds and proteins were effectively degraded in anaerobic and anoxic tanks, which was consistent with the corresponding abundance of methanogens and syntrophic bacteria in the anaerobic tank, and organic matter degrading bacteria in the anoxic tank. The ammonia-oxidizing bacteria (AOB) Nitrosomonas was found to be the key functional bacteria, exhibiting an increase in abundance from 0.27% to 6.38%, due to its collaborative interactions with organic matter degrading bacteria. In-situ inhibition of nitrite-oxidizing bacteria (NOB) was achieved using a combination of free ammonia (FA) and free nitrous acid (FNA), low dissolved oxygen (DO) with fewer bioavailable organics conditions were employed to maintain stable PN and a specific ratio of NO₂⁻-N/NH₄⁺-N, without an adverse impact on AOB. The synergistic relationships between AOB and both denitrifying bacteria and organic matter degrading bacteria, were found to contribute to the enhanced PN performance and microbial community structure stability. These findings provide a theoretical guidance for the effective application of PN-Anammox for mature landfill leachate treatment.     

High-performance system for partial nitritation of reject water resistant to temperature fluctuation

A sequencing batch reactor (SBR) applying partial nitritation for reject water treatment was operated for 330 days at a laboratory scale. The system was repeatedly exposed to sudden temperature drops from 24 to 17 °C. The nitrogen loading rate (NLR) was increased incrementally from 0.4 to 1.5 kg/(m³ day) with the aim to evaluate temperature stability of the process at different NLR value. Total nitrite nitrogen (TN^IIIN) represented 94–99% of oxidised nitrogen in the effluent throughout the entire operation of the reactor. It was found that the pH profile during the SBR cycle, nitrogen removal efficiency and concentration of N-species in the effluent did not show significant changes following temperature decreases occurring within the entire applied range of the NLR. Simultaneously, the nitrogen removal rate increased proportionally with the NLR where the nitrogen oxidation efficiency reached 48–58% regardless of actual temperature and NLR. These observations clearly demonstrate the temperature stability of applied partial nitritation system during the tested temperature fluctuations.     

电极面积对老龄垃圾渗滤液为底物的微生物燃料电池性能影响

构建生物阴极型双室微生物燃料电池,处理老龄垃圾渗滤液。研究了阳极与阴极面积比值对微生物燃料电池产电能力和对老龄垃圾渗滤液处理效果的影响。结果表明,阳极与阴极面积比为1:2、2:2、2:1的3组生物阴极型微生物燃料电池输出电压分别为408、452、396mV,最大电功率密度分别为145.73、237.65、136.50mW/m³,内阻分别为350、200、400Ω,COD的去除率分别为21.18%、20.20%、22.31%。3组微生物燃料电池运行30d后,垃圾渗滤液中氨氮、硝酸盐氮、亚硝酸盐氮浓度均下降,其中,氨氮去除率分别为80.88%、73.61%和66.17%,其去除效果与产电性能相关。     

Simulation of aerobic landfill in laboratory scale lysimeters — effect of aeration rate

Aeration of municipal landfills contributes to the acceleration of organic matter degradation and to the decrease of pollutant emission into air, water, and soil. Biodegradation of organic matter present in municipal waste, deposited in a landfill, by microorganisms under anaerobic conditions is a slow process. The aim of the study was to carry out simulations of an aerobic landfill in lysimeters, to determine the influence of aeration rate on the degradation of organic matter present in landfills, and to formulate a mathematical model defining the changes of carbon content in leachate and in gas produced. In this work, simulation of aerobic landfill leachate degradation was carried out in laboratory scale lysimeters with the working volume of 15 L. The changes of BOD5, COD, and ammonium nitrogen concentration during aeration were similar for all aeration rates. During aeration, the BOD5 index decreased by 99.9 %, COD decreased by 95.1 %, and ammonium nitrogen concentration by 93 %. The proposed kinetic model defines the processes of organic carbon content changes in simulated leachate and the quantity of carbon dioxide for aerobic landfill simulation quite well.     

Application of Catalytic Wet Air Oxidation to Treatment of Landfill Leachate on Co／Bi Catalyst

Catalytic wet air oxidation(CWAO) was employed to reduce the organic compounds in landfill leachate and the effects of temperature, oxygen pressure, catalyst dosage, and concentration of the organic compounds on the TOC and CODcr removal rates were studied. The degradation kinetics of landfill leachate was also investigated and an exponential experiential model consisting of four influential factors was established to describe the reduction of the organic compounds in the landfill leachate. Meanwhile, the GC-MS technique was used to detect the components of the organic intermediates for the inference of the decomposition mechanisms of the organic compounds in landfill leachate. The results reveal that the reaction temperature and the catalyst dosage are the most important factors affecting the degradation reaction of the organic compounds and that the principal intermediates confirmed by GC-MS are organic acids at a percentage of more than 88% with no aldehydes or alcohols detected. The decomposition mechanisms of the organic compounds in landfill leachate were inferred based on the GC-MS information as follows;the activated gas phase O2 captured the hydrogen of the organic pollutants to produce free radicals, which then initiated the catalytic reaction. So most of the organic compounds were oxidized into CO2 and H2O ultimately. In general, catalytic wet air oxidation over catalyst Co3O4/Bi2O3 was a very promising technique for the treatment of landfill leachate.     

静态法和EXAFS技术研究Eu(III)在钛酸纳米管上的吸附行为和微观机制

结合静态实验和X射线吸收精细结构谱学(EXAFS)技术研究了pH、时间、有机配体等环境因素对放射性核素Eu(III)在钛酸纳米管上的吸附行为和微观机制的影响.宏观实验结果表明:Eu(III)在钛酸纳米管上的吸附在pH<6.0条件下受离子强度影响,而在pH>6.0条件下不受离子强度影响;腐殖酸HA/FA在低pH条件下可以促进Eu(III)在钛酸纳米管上的吸附,而在高pH条件下抑制Eu(III)在钛酸纳米管上的吸附.EXAFS微观分析结果表明:在pH<6.0条件下,吸附属于外层吸附机理;在pH>6.0条件下,吸附属于内层吸附机理.pH<6.0时,中心原子Eu周围只有Eu-O一个配位层,其平均键长为2.40,配位数在9左右;随着pH逐渐升高,第一配位层的配位数下降,表明吸附Eu原子配位的对称性下降.当吸附时间延长或pH升高,吸附原子Eu周围出现了Eu-Eu和Eu-Ti第二配位层,其平均键长分别为3.60和4.40,配位数分别在2或1左右,表明形成了内层吸附产物或表面沉淀或表面多聚体.腐殖酸HA/FA的存在,可以改变Eu(III)在钛酸纳米管表面的吸附形态和微观原子结构,Eu(III)不仅可以与钛酸纳米管的表面羟基直接键合形成二元表面复合物(Eu-TNTs),还可以通过HA/FA的桥连作用形成三元表面复合物(HA/FA-Eu-TNTs).这些研究结果对于评估放射性核素Eu(III)与纳米材料在分子水平上的作用机理及分析Eu(III)在环境中的物理化学行为具有重要的意义.     

Evaluation of the stability of shortcut nitrification-denitrification process based on online specific oxygen uptake rate monitoring

Shortcut nitrification-denitrification (SCND) is widely concerned because of its low energy consumption and high nitrogen removal efficiency. However, the current difficulty lies in the stable maintenance of SCND performance, which leads to the challenge of large-scale application of this new denitrification technology. In this study, the nitrogen removal pathway from complete nitrification-denitrification (CND) to SCND was rapidly realized under high free ammonia (FA), high pH and low dissolved oxygen (DO) conditions. The variations of specific oxygen uptake rate (SOUR) of activated sludge in both processes were investigated by an online SOUR monitoring device. Different curves of SOUR from CND to SCND process were observed, and the ammonia peak obtained based on SOUR monitoring could be used to control aeration time accurately in SCND process. Accordingly, the SOUR ratio of ammonia oxidizing bacteria (AOB) to nitrite oxidizing bacteria (NOB) (SOUR_AOB/SOUR_NOB) was increased from 1.40 to 2.93. 16S rRNA Miseq high throughput sequencing revealed the dynamics of AOB and NOB, and the ratio of relative abundance (AOB/NOB) was increased from 1.03 to 3.12. Besides, SOUR_AOB/SOUR_NOB displayed significant correlations to ammonia removal rate (P<0.05), ammonia oxidation rate / nitrite oxidation rate (P < 0.05), nitrite accumulation rate (P < 0.05) and the relative abundance of AOB/NOB (P < 0.05). Thus, a strategy for evaluation the SCND process stability based on online SOUR monitoring is proposed, which provides a theoretical basis for optimizing the SCND performance.     

新型Al、Ti改性MCM-41材料对污水中Cu~（2＋）的吸附研究

研究了改性介孔硅基材料（以下简称MCM-41）对污水中重金属铜离子的吸附行为。在MCM-41材料中加入Al、Ti两种诱因金属离子来合成新的Al-Ti-MCM-41及Ti-Al-MCM-41改性材料,通过氮气吸附―脱附等温线对Al-Ti-MCM-41（1∶1）样品进行了表征,考察了吸附剂的投加量、Cu2＋初始浓度和吸附温...     

Municipal Solid Waste Landfill Leachate Treatment and Electricity Production Using Microbial Fuel Cells

Microbial fuel cells were designed and operated to treat landfill leachate while simultaneously producing electricity. Two designs were tested in batch cycles using landfill leachate as a substrate without inoculation (908 to 3,200 mg/L chemical oxygen demand (COD)): Circle (934 mL) and large-scale microbial fuel cells (MFC) (18.3 L). A total of seven cycles were completed for the Circle MFC and two cycles for the larger-scale MFC. Maximum power densities of 24 to 31 mW/m² (653 to 824 mW/m³) were achieved using the Circle MFC, and a maximum voltage of 635 mV was produced using the larger-scale MFC. In the Circle MFC, COD, biological oxygen demand (BOD), total organic carbon (TOC), and ammonia were removed at an average of 16%, 62%, 23%, and 20%, respectively. The larger-scale MFC achieved an average of 74% BOD removal, 27% TOC removal, and 25% ammonia reduction while operating over 52 days. Analysis of the microbial characteristics of the leachate indicates that there might be both supportive and inhibiting bacteria in landfill leachate for operation of an MFC. Issues related to scale-up and heterogeneity of a mixed substrate remain.