Removal and transformation of organic matters in domestic wastewater during lab-scale chemically enhanced primary treatment and a trickling filter treatment

To find a simple and economical way for treating the domestic wastewater in small counties and towns, a process combining chemically enhanced primary treatment and a trickling filter (CEPT-TF, representing the physical and biological effects) was constructed and operated in laboratory conditions. The characteristic behaviors of dissolved organic matter in raw wastewater and effluents were examined during steady-state operation. Experimental results showed that the process of CEPT and TF in series was beneficial for the removal of hydrophobic and hydrophilic organics. Specially, the hydrophobic and aromatic materials could be preferentially removed in the CEPT unit, and the hydrophilic fraction in the TF. Structural changes of the organic fractions during the operation of the different units were also characterized via spectrum analysis.     

Biodegradation of 2-methylquinoline by Enterobacter aerogenes TJ-D isolated from activated sludge

Bacterial strain Enterobacter aerogenes TJ-D capable of utilizing 2-methylquinoline as the sole carbon and energy source was isolated from acclimated activated sludge under denitrifying conditions. The ability to degrade 2-methylquinoline by E. aerogenes TJ-D was investigated under denitrifying conditions. Under optimal conditions of temperature (35℃) and initial pH 7, 2-methylquinoline of 100 mg/L was degraded within 176 hr. The degradation of 2-methylquinoline by E. aerogenes TJ-D could be well described by the Haldane model (R² > 0.91). During the degradation period of 2-methylquinoline (initial concentration 100 mg/L), nitrate was almost completely consumed (the removal efficiency was 98.5%), while nitrite remained at low concentration (< 0.62 mg/L) during the whole denitrification period. 1,2,3,4-Tetrahydro-2-methylquinoline, 4-ethyl-benzenamine, N-butyl-benzenamine, N-ethyl-benzenamine and 2,6-diethyl-benzenamine were metabolites produced during the degradation. The degradation pathway of 2-methylquinoline by E. aerogenes TJ-D was proposed. 2-Methylquinoline is initially hydroxylated at C-4 to form 2-methyl-4-hydroxy-quinoline, and then forms 2-methyl-4-quinolinol as a result of tautomerism. Hydrogenation of the heterocyclic ring at positions 2 and 3 produces 2,3-dihydro-2-methyl-4-quinolinol. The carbon-carbon bond at position 2 and 3 in the heterocyclic ring may cleave and form 2-ethyl-N-ethyl-benzenamine. Tautomerism may result in the formation of 2,6-diethyl-benzenamine and N-butyl-benzenamine. 4-Ethyl-benzenamine and N-ethyl-benzenamine were produced as a result of losing one ethyl group from the above molecules.     

Biodegradation by bioaugmentation of dairy wastewater by fungal consortium on a bioreactor lab-scale and on a pilot-scale

A fungal consortium including Aspergillus niger, Mucor hiemalis and Galactomyces geotrichum was tested for the treatment of dairy wastewater. The bio-augmentation method was tested at lab-scale (4 L), at pilot scale (110 L) and at an industrial scale in Wastewater Treatment Plants (WWTP). The positive impact of fungal addition was confirmed when fungi was beforehand accelerated by pre-culture on whey (5 g/L lactose) or on the dairy effluent. Indeed, chemical oxygen demand (COD) removal yields increased from 55% to 75% for model medium, diluted milk. While after inoculation of an industrial biological tank from a dairy factory with the fungal consortium accelerated by pre-cultivation in a 1000 L pilot plant, the outlet COD values decreased from values above the standard one (100 mg/L) to values in the range of 50-70 mg/L. In addition, there was a clear impact of fungal addition on the ’hard’ or non-biodegradable COD owing to the significant reduction of the increase of the COD on BOD 5 ratio between the inlet and the outlet of the biological tank of WWTP. It was in the range of 451%-1111% before adding fungal consortium, and in the range of 257%-153% after bio-augmentation with fungi. An inoculated bioreactor with fungal consortium was developed at lab-scale and demonstrated successfully at pilot scale in WWTP.     

Quantitative analysis of microbial biomass yield in aerobic bioreactor

We have studied the integrated model of reaction rate equations with thermal energy balance in aerobic bioreactor for food waste decomposition and showed that the integrated model has the capability both of monitoring microbial activity in real time and of analyzing biodegradation kinetics and thermal-hydrodynamic properties. On the other hand, concerning microbial metabolism, it was known that balancing catabolic reactions with anabolic reactions in terms of energy and electron flow provides stoichiometric metabolic reactions and enables the estimation of microbial biomass yield (stoichiometric reaction model). We have studied a method for estimating real-time microbial biomass yield in the bioreactor during food waste decomposition by combining the integrated model with the stoichiometric reaction model. As a result, it was found that the time course of microbial biomass yield in the bioreactor during decomposition can be evaluated using the operational data of the bioreactor (weight of input food waste and bed temperature) by the combined model. The combined model can be applied to manage a food waste decomposition not only for controlling system operation to keep microbial activity stable, but also for producing value–added products such as compost on optimum condition.     

红球菌在石油烃类物质降解中的作用

红球菌属是有机污染物降解的重要微生物之一。由于红球菌能够适应各种各样的底物环境,具有极强的有机溶剂耐受性和很宽的降解谱,同时它们还能通过产生表面活性剂和改变细胞表面组成结构来提升自身对于疏水性环境的适应能力,因此,红球菌在石油污染物降解及石油污染的生物修复等领域有着极其重要的应用价值。文章基于近年来在红球菌降解石油烃方面的研究进展,从红球菌适应疏水性环境的机制、石油烃中烷烃、环烷烃、芳香烃的降解途径等几个方面进行综述,同时对今后研究的方向进行了展望。     

苯酚降解红球菌的分离鉴定及降解特性研究

采用富集培养的方法,从唐山污水处理厂附近的植物根际土中分离得到1株高效苯酚降解菌11-111。该菌株为革兰氏阳性菌,可以在以苯酚为唯一碳源和能源的无机盐培养基上生长,能够耐受最高浓度为2 000 mg/L的苯酚。对该菌株的降解性能研究表明,在温度24~32℃,pH值6.5~8.5,装液量≤20 mL(100 mL摇瓶)范围内,摇床转速为160 r/min,菌株对初始浓度500~1 500 mg/L的苯酚均能有效降解。根据该菌株的形态、生理生化特性和16S rRNA基因序列同源性分析结果,鉴定为红球菌属(Rhodococcus sp.)菌株。该菌株具有较强的环境适应能力和苯酚降解能力,有较高的研究价值及应用前景。     

厌氧氨氧化工艺脱氮及其污泥形态的研究

为研究厌氧氨氧化工艺对高浓度含氮废水的脱氮性能,在以聚乙烯海绵作为填料的上流式厌氧固定床反应器中利用人工配置高浓度含氮废水进行了实验研究.实验中通过添加充足无机碳源,实现了厌氧氨氧化反应器在总氮浓度900～1 210 mg/L长期稳定的运行,脱氮效率在80％以上,最高氮负荷为5.9 kg/m3·d.结果表明:充足的无机碳源在一定程度上可有效地降低高浓度亚硝氮对厌氧氨氧化菌的抑制作用.通过对污泥性状的研究,明确寻找出污泥上浮的原因所在.通过Stover-Kincannon模型确定系统动力学参数KB和Umax分别为30.2 g/L·d和2L2g/L·d,这将有助于对该厌氧氨氧化系统各控制条件的有效调节和准确设定,也为日后应用于实际工程中提供重要的理论依据.     

两株高效芘降解菌对土壤中芘的降解研究

研究了芘的高效降解菌株在土壤环境中对芘降解情况,主要结论如下:(1)芽孢杆菌B6和假单孢菌B17在土壤中仍对芘具有较强的降解能力,在10 d时对芘降解率达到最大值,降解率依次为24.45%和18.77%;(2)接入菌株后,土壤中过氧化氢酶和多酚氧化酶的活性变化不显著;(3)使用利福平抗性细菌研究了菌株的定殖状况,结果表明由于土壤恶劣的环境条件,使定殖菌量偏低,但2种菌株在土壤中仍具有一定的定殖能力。且菌株B6在土壤中增殖能力强于菌株B17。     

厌氧生物处理技术应用研究与展望

综述了厌氧处理工艺应用于工业废水处理的研究进展,并对厌氧工艺与好氧工艺进行了对比,总结了厌氧工艺的特性;阐释了厌氧工艺的应用现状及未来的发展趋势,重点介绍了厌氧流化床反应器(AFBR)、上流式厌氧滤池、上流式厌氧污泥床反应器(UASB)、厌氧折流板反应器(ABR)、颗粒污泥膨胀床反应器(EGSB)、复合厌氧反应器。     

崇明东滩夏季沉积物厌氧氨氧化菌群落结构与空间分布特征

为探索长江口崇明东滩表层沉积物中是否存在厌氧氨氧化菌以及厌氧氨氧化菌的群落结构与空间分布特征,以崇明东滩高、中、低潮滩夏季表层沉积物中总DNA为模板,PCR扩增沉积物样品中厌氧氨氧化菌特异性16S rDNA片段,通过克隆、测序,构建相应基因文库,将文库中有效克隆序列分别提交到GenBank中进行相似序列搜索,并利用MEGA5绘制系统发育树.分析结果发现,克隆序列CM-L-7和CM-L-18与已发现厌氧氨氧化菌Candidatus"Scalindua sp."同源性达98%,CM-L-13与Candidatus"Scalindua wagneri"同源性达94%,CM-M-6与Candidatus"Kuenenia sp."同源性达94%,CM-M-22与Anaerobicammonium-oxidizing planctomycete JMK-1的同源性达95%,CM-H-15与Candidatus"Kuenenia stuttgartiensis"的同源性达94%.表明,崇明东滩高、中、低潮滩表层沉积物中均存在厌氧氨氧化菌,但所属菌属不同,低潮滩以Candidatus"Scalindua"为主,中、高潮滩以Candidatus"Kuenenia"为主.相比之下,中潮滩厌氧氨氧化菌群落结构较为复杂.部分克隆序列与已发现厌氧氨氧化菌存在较大进化距离,表明崇明东滩可能还存在其他具有潜在厌氧氨氧化功能的细菌.