硫酸盐还原菌对水解聚丙烯酰胺黏度的影响

目的:研究硫酸盐还原菌对油田驱油用水解聚丙烯酰胺体系黏度的影响.方法:以油田回注水配制不同分子量的HPAM溶液,考察硫酸盐还原菌在不同分子量聚合物中的生长繁殖情况及对HPAM溶液黏度的影响.结果:中分、高分、超高分HPAM-采出水体系初始黏度为21.7、25.4、38.9mPa·s.低于灭菌处理的23.0、27.8、45.8mPa·s.上述体系黏度在24h内明显下降.SRB的数量也由初始的3.0×103cfu/mL降低至10～102cfu/ml.结论:短期内SRB对高浓度的HPAM降解作用有限.SfUB培养物中的Fe2+是造成HPAM黏度下降的主要原因.SRB对HPAM黏度的影响是间接的.     

油藏铁还原微生物的研究进展

地下深部油藏通常为高温、高压以及高盐的极端环境,含有非常丰富的本源嗜热厌氧微生物,按代谢类群可分为发酵细菌、硫酸盐还原菌、产甲烷古菌和铁还原菌。从油田环境已经分离出90株铁还原微生物,如热袍菌目、热厌氧杆菌目、脱铁杆菌目、δ-变形菌纲脱硫单胞菌目、γ-变形菌纲希瓦氏菌属和广古菌门栖热球菌属等,这些菌株生长温度范围为4-85°C,生长盐度范围为0.1%-10.0%NaCl,还未见到文献报道油藏铁还原菌的耐压性研究。在油藏环境中存在微生物、矿物和流体(油/水)三者之间的相互作用,油藏中的粘土矿物能够作为微生物生命活动的载体,也能为微生物代谢作用提供电子受体。本文综述了油藏铁还原菌分离和表征的研究进展,简述了油藏铁还原菌的环境适用性,并展望了铁还原菌在提高原油采收率方面的应用前景。     

脱氮硫杆菌生长特性及其对SRB生长的影响*

由土壤中分离得到一株自养型的脱氮硫杆菌 (Thiobacillusdenitrificans,硫杆菌属 ,硫杆菌科 ,革兰氏阴性化能自养细菌 ) ,该菌株的最佳生长 pH为 7 0。将此菌株与硫酸盐还原菌 (SulfateReducingBacteria ,SRB ,脱硫弧菌属 ,革兰氏阴性厌氧细菌 )混合培养 ,测定SRB的菌量变化 ,结果表明 ,脱氮硫杆菌的生长抑制了硫酸盐还原菌的生长 ,降低了SRB的腐蚀性的代谢产物硫化物的浓度 ,腐蚀速率降低 ,有利于防治SRB引起的微生物腐蚀。     

锅炉管道回水、厌氧污泥中硫酸盐还原菌的筛选

目的研究硫酸盐还原菌及其筛选、分离鉴定体系.方法在锅炉管道回水和厌氧污泥中驯化、筛选硫酸盐还原能力强的菌株,以铬酸钡光度方法检测液体培养基中的硫酸根含量,测定了菌株的硫酸盐降解能力.结果在水样A和泥样B中,A1和B2菌株能够较好地降解培养基中的硫酸盐,通过计数得出A1和B2的最大可能菌数分别为1.65×10(6)个/ml、2.25×10(6)个/ml.并利用改进的稀释涂布-叠皿夹层培养方法分离鉴定A1和B2菌株,观察硫酸盐还原菌的形态,为进一步了解SRB的生长特性,进而从根本上解决硫酸盐还原菌腐蚀问题提供理论基础.结论经过实验,所筛选分离鉴定体系可行.     

油田硫酸盐还原菌酸化腐蚀机制及防治研究进展

硫酸盐还原菌(Sulfate reducing bacteria,SRB)是一些厌氧产硫化氢的细菌的统称,是以有机物为养料的厌氧菌。它们广泛分布于pH值6-9的土壤、海水、河水、淤泥、地下管道、油气井、港湾及锈层中,它们生存于好气性硫细菌产生的沉积物下,其最适宜的生长温度是20-30℃,可以在高达50-60℃的温度下生存,与腐蚀相关的最主要的是脱硫脱硫弧菌(Desulfovibrio desulfuricans)。 它们是许多腐蚀问题的主因,例如油田系统金属管路的腐蚀等。在海上油田生产中,海水常被注入油井用于进行2次采油。富含硫酸盐的海水能加速油藏中SRB的生长,随之H₂S大量产生,引起油田水的酸化,H₂S具有毒性和腐蚀性,增加石油和天然气中的硫含量,并可能引起油田堵塞。SRB引起的腐蚀问题是拭待解决的最主要问题。国内外治理该问题的途径主要有物理杀灭、添加化学杀菌剂等方法,但是这些方法成本高,持续效果不显著。近几年来国外学者开始重点关注利用生物竞争排斥技术(Bio-competitive inhibition technology,BCX)控制硫酸盐还原菌的生长代谢的方法,该方法的原理为通过加入特定的药剂,激活油藏中的本源微生物或加入外源微生物,使其与SRB竞争营养源或产生代谢物抑制SRB的生长代谢,进而抑制H₂S的产生。GMT-LATA的科学家对在厌氧油气储层和开采系统中硝酸盐还原菌的作用进行了最早的研究,认为该细菌可以抑制硫酸盐还原菌的代谢活动。随后BCX技术已经在国外部分油田得到了应用,国内还没有在海油生产中应用的报道,但是也有学者对该方法进行了研究。     

脱氮硫杆菌生长特性及其对SRB生长的影响

由土壤中分离得到一株自养型的脱氮硫杆菌(Thiobacillus denitrigioans,硫杆菌属,硫杆菌科,革兰氏阴性化能自养细菌),该菌株的最佳生长pH为7．0。将此菌株与硫酸盐还原菌(Sulfate Reducing Bacteria,SRB,脱硫弧菌属,革兰氏阴性厌氧细菌)混合培养,测定SRB的菌量变化,结果表明,脱氮硫杆菌的生长抑制了硫酸盐还原菌的生长,降低了SRB的腐蚀性的代谢产物硫化物的浓度,腐蚀速率降低,有利于防治SRB引起的微生物腐蚀。     

一种肠道硫酸盐还原菌的增菌培养基

目的针对已经分离、纯化的肠道硫酸盐还原菌,建立一种能快速、高效地培养菌体的培养基。方法比较营养丰富的GAM肉汤与常用于培养硫酸盐还原菌的选择性培养基Postgate的培养效果,摸索在GAM肉汤中添加不同浓度的硫酸盐对两种肠道硫酸盐还原菌-Desulfovibrio desulfuricans和Desulfovibrio intestina—zis的培养效果。确定效果最佳的改良GAM培养基配方,并测定在该培养基中D．desulful＇icans的生长曲线。结果与Postgate培养基相比,GAM肉汤能在2d内快速培养D．desulfugicans,但培养至6d时细菌数量大幅降低。在GAM肉汤中添加Na2SO4与FeSO4,在实验浓度范围内,均显著地促进硫酸盐还原菌的生长。在此基础上改良GAM肉汤培养基,培养得到的细菌数量较GAM肉汤显著提高。D．desulfuricans的生长曲线显示,2d时细菌生长达到最高峰,数量可达3．5×10^7 CFU／mL;培养6d,细菌数量为7．3×10^6 CFU／mL。结论基于GAM肉汤改良而得到的增菌培养基,能快速、高效地培养肠道硫酸盐还原菌,为后续进一步研究肠道硫酸盐还原菌的生理功能提供了支持。     

硫酸盐还原菌的分离纯化方法

硫酸盐还原菌在硫元素的地球生物循环及环境保护中都发挥着重要作用。介绍了硫酸盐还原菌的分离与纯化的方法,比较了厌氧袋、厌氧罐、厌氧工作站、厌氧管等方法的应用,以及在使用中需要注意的问题;同时介绍了分子生物学技术在硫酸盐还原菌分离纯化方面的应用,旨在为硫酸盐还原菌的分离纯化提供一定的参考依据。     

厌氧氨氧化细菌Candidatus Kuenenia stuttgartiensis铁的吸收利用研究进展

铁是影响微生物生长代谢的关键元素,它与蛋白质结合,起催化、氧化还原或调节作用。厌氧氨氧化(ANAMMOX)细菌的生长代谢严重依赖铁,尤其是含铁蛋白。ANAMMOX细菌的厌氧生活方式和厌氧氨氧化体的存在使其对铁代谢的模式不同于其他微生物。弄清ANAMMOX细菌的铁吸收代谢模式,可为获得其纯培养物奠定基础,有利于促进其在环境领域中的应用。在这里,我们将现有铁吸收、利用和代谢的观点、与ANAMMOX细菌的基因组信息和有限的生化生理数据结合起来,提出ANAMMOX细菌可能的铁利用途径,为后续的生理生化研究提供参考。     

微生物烟气脱硫中硫酸盐还原阶段的限制性因素及其影响

【目的】利用硫酸盐还原菌(SRB)厌氧活性污泥进行烟气脱硫,探索硫酸盐生物还原的最适条件及重金属离子对硫酸盐生物还原的影响,以提高硫酸盐还原阶段的效率。【方法】对取自污水处理厂的SRB厌氧活性污泥进行高浓度硫酸盐胁迫驯化。分析生物脱硫过程中SRB厌氧污泥还原硫酸盐的限制性因素及影响。【结果】在最适生长条件下(pH 6.5,32°C),经驯化获得的SRB厌氧活性污泥有较强的硫酸盐还原能力。Fe2+的适量添加对硫酸盐还原有一定促进作用。SRB厌氧污泥还原硫酸盐的ThCOD/SO42-最适值为3.00,ThCOD=3.33为最适理论化学需氧量,硫酸盐还原率可达72.15%。SRB厌氧污泥还原硫酸盐反应体系中抑制SRB活性的硫化物浓度为300 mg/L。Pb2+和Ni2+在较低的浓度下(1.0 mg/L和2.0 mg/L)对硫酸盐的还原产生较强的抑制作用,而Cu2+在稍高的浓度下(8.0 mg/L)显示出明显的抑制作用。【结论】经驯化,SRB厌氧活性污泥显示出较强的硫酸盐还原能力,具有应用于工业烟气生物脱硫的潜力。去除重金属离子Pb2+、Ni2+和Cu2+可有效解除对硫酸盐生物还原作用的抑制。     

Algal photosynthetic aeration increases the capacity of bacteria to degrade organics in wastewater

Wastewater treatment is an energy-intensive process and a net emitter of greenhouse gas emissions. A large fraction of these emissions is due to intensive aeration of aerobic bacteria to facilitate break-down of organic compounds. Algae can generate dissolved oxygen at levels in excess of saturation, and therefore hold the potential to partially displace or complement mechanical aeration in wastewater treatment processes. The objective of this study was to develop an internally consistent experimental and modeling approach to test the hypothesis that algal photosynthetic aeration can speed the removal of organic constituents by bacteria. This framework was developed using a simplified wastewater treatment process consisting of a model bacteria (Escherichia coli), a model algae (Auxenochlorella protothecoides), and a single carbon source that was consumable by bacteria only. This system was then tested both with and without the presence of algae. A MATLAB model that considered mass transfer and biological kinetics was used to estimate the production and consumption of O₂ and CO₂ by algae and bacteria. The results indicated that the presence of algae led to 18–66% faster removal of COD by bacteria, and that roughly one-third of biochemical oxygen demand was offset by algal photosynthetic aeration.     

Determination of some rheological parameters for the characterization of activated sludge

The rheological characterization of activated sludge originating from different aeration tanks and from a lab-scale plant was carried out using rotation tests. Two rheological parameters were used: limit viscosity (mu(infinity)) and reduced hysteresis area (rHa). Mu(infinity) was strongly influenced by the total suspended solids (TSS) content of sludge and an exponential relation was found between TSS and the rheological parameter mu(infinity). Significant differences in sludge viscosity were found for sludge of different origins, but all of 10 g/l TSS content, indicating ability of viscosity to show different sludge qualities. Marked changes in activated sludge microorganisms communities were shown to have an influence on rheological parameters. During aerobic digestion of sludge, variations in mu(infinity) were noticed, indicating change of sludge quality. An over-growth of filamentous bacteria species was shown to induce a particular rheological behavior which could be characterized by rHa. This parameter was proposed as an index of filamentous bacteria proliferation in activated sludge aeration tanks.     

High levels of nitrifying bacteria in intermittently aerated reactors treating high ammonia wastewater

Changes in the fractions of ammonia-oxidizing bacteria and nitrite-oxidizing bacteria in two laboratory-scale reactors were investigated using 16S rRNA probe hybridizations. The reactors were operated in intermittent aeration mode and different aeration cycles to treat anaerobically digested swine wastewater with ammonia concentrations up to 175 mg NH(3)-N/L. High ammonia removals (>98.8%) were achieved even with increased nitrogen loads and lower aeration: non-aeration time ratios of 1h:3h. Nitrosomonas/Nitrosococcus mobilis were the dominant ammonia-oxidizing bacteria in the reactors. Nitrospira-like organisms were the dominant nitrite-oxidizing bacteria during most of the investigation, but were occasionally outcompeted by Nitrobacter. High levels of nitrifiers were measured in the biomass of both reactors, and ammonia-oxidizing bacteria and nitrite-oxidizing bacterial levels adjusted to changing aeration: non-aeration time ratios. Theoretical ammonia-oxidizer fractions, determined by a mathematical model, were comparable to the measured values, although the measured biomass fractions were different at each stage while the theoretical values remained approximately constant. Stable ammonia removals and no nitrite accumulation were observed even when rRNA levels of ammonia oxidizers and nitrite-oxidizers reached a minimum of 7.2% and 8.6% of total rRNA, respectively. Stable nitrogen removal performance at an aeration: non-aeration ratio of 1h:3h suggests the possibility of significant savings in operational costs.     

好氧和缺氧条件下游离亚硝酸对氨氧化菌和亚硝酸盐氧化菌的选择性抑制

【背景】稳定短程硝化是实现城市污水厌氧氨氧化技术的瓶颈,目前国内外关于游离亚硝酸(Free nitrous acid,FNA)对硝化菌活性的影响大多是在曝气条件下进行研究,鲜有关于缺氧条件下FNA对硝化菌活性影响的报道。【目的】探究好氧和缺氧下FNA对氨氧化菌(Ammonia oxidizing bacteria,AOB)和亚硝酸盐氧化菌(Nitrite oxidizing bacteria,NOB:Nitrospira和Nitrobacter)活性的抑制影响。【方法】采用序批式反应器(Sequencing batch reactor,SBR),基于混合液悬浮固体浓度(Mixed liquid suspended solids,MLSS)为8 300 mg/L的全程硝化污泥条件,通过批次试验分别考察好氧和缺氧下FNA(初始浓度为1.16 mg/L)处理48 h后,AOB和NOB活性的变化情况。【结果】好氧FNA处理活性污泥48 h后,FNA浓度维持在1.16-1.17 mg/L,游离氨(Free ammonia,FA)浓度小于0.017 mg/L,AOB、Nitrospira、Nitrobacter丰度均未发生明显变化;过曝气至99 h时,与空白组相比,比氨氮氧化速率(r~+_(NH4-N))、比亚硝酸盐氮氧化速率(r_(NO2-N))均出现小幅下降,分别由3.5、4.828 mg N/(g VSS·h)降至3.3、4.668 mg N/(g VSS·h),且亚硝酸盐氮累积率(Nitrite accumulation rate,NAR)始终低于33.2%。缺氧FNA处理活性污泥48 h后,FNA浓度维持在0.64-1.16 mg/L,FA浓度低于0.039 mg/L,AOB丰度变化较小,而Nitrospira、Nitrobacter丰度均明显下降,分别由3.002 9×10~9、4.245×10~8 copies/g VSS降至1.666 5×10~8、5.163 8×10~7 copies/g VSS;过曝气至99 h时,与空白组相比,r~+_(NH4-N)值下降幅度较小,而r_(NO2-N)值明显降低,由4.828 mg N/(g VSS·h)降至0.007 mg N/(g VSS·h),且在过曝气0-292 h内,NAR均大于94%。【结论】好氧FNA处理活性污泥48 h后对AOB和NOB无明显抑制作用,但缺氧FNA处理活性污泥48 h后对AOB具有轻微抑制作用,而对NOB具有强烈的抑制作用,可以实现稳定的短程硝化。     

Microbiology of Ensiled High-Moisture Corn

The effects of gaseous environment and temperature on the microbial populations of ensiled high-moisture corn were investigated. Molds, coliform bacteria, mesophilic aerobic bacteria, and yeasts were enumerated at intervals during ensiling. The numbers of aerobic bacteria were similar in structures containing different concentrations of gas and held at different temperatures. Coliform bacteria could not be detected after 10 days of ensiling. Mold numbers were relatively low, but were important in the deterioration of corn at the surface of the silos. Yeast and bacterial numbers increased rapidly following an initial aeration period, but no increase was observed after a second aeration series. Lack of a growth response to the second aeration series is believed related to the depletion of an assimilable carbon source.     

Detection of anaerobic processes and microorganisms in immobilized activated sludge of a wastewater treatment plant with intense aeration

Attached activated sludge from the Krasnaya Polyana (Sochi) wastewater treatment plant was studied after the reconstruction by increased aeration and water recycle, as well as by the installation of a bristle carrier for activated sludge immobilization. The activated sludge biofilms developing under conditions of intense aeration were shown to contain both aerobic and anaerobic microorganisms. Activity of a strictly anaerobic methanogenic community was revealed, which degraded organic compounds to methane, further oxidized by aerobic methanotrophs. Volatile fatty acids, the intermediates of anaerobic degradation of complex organic compounds, were used by both aerobic and anaerobic microorganisms. Anaerobic oxidation of ammonium with nitrite (anammox) and the presence of obligate anammox bacteria were revealed in attached activated sludge biofilms. Simultaneous aerobic and anaerobic degradation of organic contaminants by attached activated sludge provides for high rates of water treatment, stability of the activated sludge under variable environmental conditions, and decreased excess sludge formation.     

Biomass Characteristics,Aeration and Oxygen Transfer in Membrane Bioreactors: Their Interrelations Explained by a Review of Aerobic Biological Processes

Membrane bioreactor (MBR) is a promising alternative to conventional wastewater treatment methods. However this process is still under-used due to its high running costs. Its main power requirement comes from aeration, which is used to supply dissolved oxygen to the micro-organisms and to maintain the solids in suspension. In addition, in submerged MBRs, aeration is used for membrane cleaning. A complex matrix links the biomass characteristics, the aeration and the oxygen transfer. These parameters can impact on each other and/or delete one another effect. In order to understand the phenomena occurring in MBRs, similar aerobic biological processes, such as fermentation, mineral industry and slurry, were investigated. This review discusses the interrelations of the biomass characteristics (solids concentration, particle size and viscosity), the aeration intensity and the oxygen transfer in MBRs.     

Nitrate-removal activity of a biofilm attached to a perlite carrier under continuous aeration conditions

The nitrate-removal activity of a biofilm attached to a perlite carrier from an aerobic bioreactor used for treating dairy farm wastewater was examined by batch experiments under continuous aeration conditions. Despite aeration, the biofilm removed nitrate at a rate of 114.4 mg-N/kg-perlite/h from wastewater containing cow milk and manure. In a clone library analysis of the biofilm, bacteria showing high similarity to the denitrifying bacteria Thauera spp. were detected.     

Nitrate-Removal Activity of a Biofilm Attached to a Perlite Carrier under Continuous Aeration Conditions

The nitrate-removal activity of a biofilm attached to a perlite carrier from an aerobic bioreactor used for treating dairy farm wastewater was examined by batch experiments under continuous aeration conditions. Despite aeration, the biofilm removed nitrate at a rate of 114.4 mg-N/kg-perlite/h from wastewater containing cow milk and manure. In a clone library analysis of the biofilm, bacteria showing high similarity to the denitrifying bacteria Thauera spp. were detected.     

Development and application of a novel and effective screening method for aerobic denitrifying bacteria

Herein we describe a novel and effective screening method for aerobic denitrifying bacteria. For this procedure, we utilized KCN to inhibit the electron transference from Cytaa3 to oxygen in the bacteria respiratory chain. We employed a 3-h aeration operation cycle and intermittent rotations. The resultant bacterial suspensions were plated on a KCN-screening medium and incubated aerobically. Single colonies were selected and incubated in an aerobic culture medium. Culture nitrate and nitrite levels were determined over time, and ultimately four bacterial strains that performed denitrifying under aerobic conditions were identified by this method. Of these, strain Y2-1-1 demonstrated the best aerobic denitrifying ability. In a 5-day test, the NO3--N of the aerobic culture medium was reduced from 282.0+/-8.3 mg L(-1) to 149.2+/-17.1 mg L(-1), with little nitrite or N2O production. The morphological, physiological and biochemical characteristics and the 16S rRNA gene sequence homology comparison data for this strain were consistent with the classification of the genus Pseudomonas. We named this strain Pseudomonas sp. Y2-1-1.