Effects of combining biological treatment and activated carbon on hexavalent chromium reduction

The objectives of the present work were: (a) to analyze the Cr(VI) removal by combining activated sludge (AS) with powdered activated carbon (PAC), (b) to analyze the effect of PAC and Cr(VI) on the growth kinetics of activated sludge, and (c) to determine if the combined method (AS-PAC) for Cr(VI) removal can be considered additive or synergistic with respect to the individual processes. Chromate removal was improved by increasing PAC concentrations in both PAC and AS-PAC systems. Cr(VI) removal using the AS-PAC system was higher than using AS or PAC. The increase of Cr(VI) caused longer lag phase and lower observed specific growth rate (μ_obs), biomass yield (Y_X/S), and specific growth substrate consumption rate (q_S) of activated sludge; additionally, PAC did not enhance the growth kinetic parameters (μ_obs, Y_X/S, q_S). Cr(VI) reduction in AS-PAC system was the result of the additive effect of each individual Cr(VI) removal process.     

用微型动物预测保定鲁岗污水处理厂活性污泥系统理化参数

用微型动物预测了保定鲁岗污水处理厂活性污泥系统的理化参数。建立的4个多元线性回归方程对出水BOD5、出水TN、SVI和出水SS做预测,分别需5、5、8和5种微型动物,预测成功率分别为78·7%、79·3%、89·5%和62·3%。     

Primary Structure of the Hydrogenosomal Malic Enzyme of Trichomonas vaginalis and Its Relationship to Homologous Enzymes1

ABSTRACT. The complete nucleotide sequence has been established for two genes (maeA and maeB) coding for different subunits of the hydrogenosomal malic enzyme [malate dehydrogenase (decarboxylating) EC 1.1.1.39] of Trichomonas vaginalis. Two further genes (maeC and maeD) of this enzyme have been partially sequenced. The complete open reading frames code for polypeptides of 567 amino acids in length. These two open reading frames are similar with less than 12 percent pairwise nucleotide differences and less than 9 percent pairwise amino acid differences. The open reading frames of the two partially sequenced genes correspond to the amino-terminal part of the polypeptides coded and are similar to the corresponding parts of the completely sequenced ones. The deduced translation products of the two complete genes differ in their calculated pI values by 1.5 pH unit. The genes code for polypeptides which contain 12 or 11 amino-terminal amino-acyl residues not present in the proteins isolated from the cell. Other hydrogenosomal enzymes also have similar amino-terminal extensions which probably play a role in organellar targeting and translocation of the newly synthesized polypeptides. A comparison of 19 related enzymes from bacteria and eukaryotes with the maeA product revealed 34–45 percent amino acid identity. Phylogenetic reconstruction based on nonconservative amino acid differences with maximum parsimony (phylogenetic analysis using parsimony, PAUP) and distance based (neighbor-joining, NJ) methods showed that the T. vaginalis enzyme is the most divergent of all eukaryotic malic enzymes, indicating its long independent evolutionary history.     

Evaluation of methods to solubilize and analyze cell-associated ectoenzymes

A protocol for production, storage, and use of Shock 1 (Shk1) bioreporter cells for toxicity monitoring in wastewater treatment facilities was developed. Shk1 is a bioluminescent toxicity bioreporter for activated sludge previously constructed by the incorporation of lux genes into an activated sludge microorganism.

A number of factors affecting Shk1 growth and bioluminescence were examined including the growth medium, tetracycline concentration, storage conditions, and test media. Based on the results of these experiments, a toxicity testing protocol was developed that involved growth of cultures in nutrient broth with tetracycline, storage of cultures at 4 °C, cell activation by reinoculation into nutrient broth, and toxicity testing by cell injection into the test media. Effective use of this approach required standardized time intervals for cell growth, storage, activation and exposure in the test media.

Bioluminescence from Shk1 cells was measured in nutrient broth and influent wastewater and activated sludge mixed liquor from a municipal wastewater treatment plant. Using the Shk1 toxicity testing protocol, Zn EC₅₀ values for bioluminescence in nutrient broth, influent wastewater, and activated sludge mixed liquor were approximately 42, 7, and 32 mg/l, respectively. Zn concentrations as low as 1 mg/l could be detected in influent wastewater. The detection limit in influent wastewater is below the Zn concentrations typically reported to affect the activated sludge process.     

Impacts of reduced sulfur components on active and resting ammonia oxidizers

While there has been significant research on the nature and extent of the impact of inhibitory reduced sulfur with respect to anaerobic (e.g., methanogenic and sulfidogenic) microbial systems, only limited study has yet been conducted on the comparable effects of soluble sulfides which might occur within aerobic wastewater treatment systems. Admittedly, aerobic reactors would not normally be considered conducive to the presence of reduced sulfur constituents, but there do appear to be a number of processing scenarios under which related impacts could develop, particularly for sensitive reactions like nitrification. Indeed, the following scenarios might well involve elevated levels of reduced sulfur within an aerobic reactor environment: (1) mixed liquor recycle back through sulfide-generating anaerobic zones (e.g., in conjunction with biological nutrient removal processes, etc.), (2) high-level side-stream sulfide recycle via sludge digestion, etc., back to aerobic reactors, and (3) high-level influent sulfide inputs to wastewater treatment facilities via specific industrial, septage, etc., streams. The objective of this study was, therefore, to determine the subsequent metabolic impact of soluble sulfide under aerated and unaerated conditions, focusing in particular on ammonia-oxidizing bacteria due to their critical first-step role with nitrification. The obtained results indicated that, under catabolically active conditions, cultures of ammonia oxidizers were extremely sensitive to the presence of sulfide. At total soluble sulfide concentrations of 0.25 mg l^–1 S, active ammonia oxidation was completely inhibited. However, immediately following the removal of this soluble sulfide presence, ammonia oxidation started to recover; and it continued to improve over the next 24 h. Similar sulfide impact tests conducted with inactive ammonia oxidizers exposed during anaerobic conditions, albeit at higher dosage levels, also revealed that their subsequent aerobic activity would correspondingly be retarded. These results indicated that, after sulfide exposure under unaerated conditions, subsequent aerobic oxidative activity rates rapidly decreased as the soluble sulfide exposure was increased from 0.5 gm l^–1 S to 5 mg l^–1 S and that further reductions in this activity progressively developed as the concentration was increased to 200 mg l^–1 S. The recovery following unaerated exposure to sulfide was significantly higher at pH 7, as compared with pH 8, and although the specific nature of this variation was not established, a hypothetical explanation appeared warranted.     

Assessment of denitrifying bacterial composition in activated sludge

The abundance and structure of denitrifying bacterial community in different activated sludge samples were assessed, where the abundance of denitrifying functional genes showed nirS in the range of 10(4)-10(5), nosZ with 10(4)-10(6) and 16S rRNA gene in the range 10(9)-10(10) copy number per ml of sludge. The culturable approach revealed Pseudomonas sp. and Alcaligenes sp. to be numerically high, whereas culture independent method showed betaproteobacteria to dominate the sludge samples. Comamonas sp. and Pseudomonas fluorescens isolates showed efficient denitrification, while Pseudomonas mendocina, Pseudomonas stutzeri and Brevundimonas diminuta accumulated nitrite during denitrification. Numerically dominant RFLP OTUs of the nosZ gene from the fertilizer factory sludge samples clustered with the known isolates of betaproteobacteria. The data also suggests the presence of different truncated denitrifiers with high numbers in sludge habitat.     

Characterization of mesoporous activated carbons prepared by pyrolysis of sewage sludge with pyrolusite

Activated carbons were prepared from sewage sludge by chemical activation. Pyrolusite was added as a catalyst during activation and carbonization. The influence of the mineral addition on the properties of the activated carbons produced was evaluated. The results show that activated carbons from pyrolusite-supplemented sewage sludge had up to a 75% higher BET surface area and up to a 66% increase in mesoporosity over ordinary sludge-based activated carbons. Batch adsorption experiments applying the prepared adsorbents to synthetic dye wastewater treatment yielded adsorption data well fitted to the Langmuir isotherm. The adsorbents from pyrolusite-supplemented sludges performed better in dye removal than those without mineral addition, with the carbon from pyrolusite-augmented sludge T2 presenting a significant increase in maximum adsorption capacity of 50 mg/g. The properties of the adsorbents were improved during pyrolusite-catalyzed pyrolysis via enhancement of mesopore production, thus the mesopore channels may provide fast mass transfer for large molecules like dyes.     

活性污泥积累PHB (Poly-β-hydroxybutyrate)及其菌群多样性分析

【目的】通过调整活性污泥在驯化过程中碳、氮、磷比例以及供氧模式, 以提高其积累PHB的能力。应用PCR-DGGE定期对驯化期间菌群动态进行分析。【方法】以乙酸钠为碳源, 在SBR (Sequencing batch reactor) 内以厌氧/好氧 (A/O) 交替的驯化模式, 逐级提高碳源浓度, 限制氮源浓度, 人为创造营养不均衡条件来逐步提高活性污泥积累PHB的能力。【结果】当碳浓度逐步提高, COD升高至1 200 mg/L, COD/N/P为1 200/9.6/30时, 活性污泥中PHB积累量达到最大, 占细胞干重的64.2%。【结论】驯化过程中逐步提高COD负荷, 并增加COD/N的值有利于PHB积累, 利用苏丹黑和Albert法染色显示菌群内产PHB菌占很大比例, 透射电镜显示菌体胞内含有大量白色PHB颗粒。经DGGE菌群动态分析, 发现驯化过程中菌群种类出现较为明显的演替, 而在一个反应周期(6 h)内菌种数量也有一定改变。驯化获得的高产PHB的菌群中含Acinetobacter、Bacillus、Bacteroidetes、Chryseobacteria 及proteobacteria等5个属的微生物, 菌群多样性较为丰富。     

Ecophysiology of the filamentous Alphaproteobacterium Meganema perideroedes in activated sludge

A comprehensive study of the ecophysiology of the filamentous Meganema perideroedes affiliated to the Alphaproteobacteria, possessing a "Nostocoida limicola Type II" filamentous morphology was conducted. This morphotype often causes serious bulking problems in activated sludge wastewater treatment plants, and hardly anything is known about its physiology. The study was carried out by applying a suite of in situ methods in an industrial activated sludge treatment plant with excessive growth of this species. The experiments revealed a very versatile organism able to take up a large variety of organic substrates under aerobic conditions. It had a remarkably high storage capacity forming polyhydroxyalkanoates from most substrates tested. When nitrate was present as e-acceptor, the number of substrates to be consumed by M. perideroedes was more restricted compared to aerobic conditions. With nitrite as e-acceptor, only acetate and glucose among the substrates tested could be assimilated and used for storage and possibly growth. This indicated that M. perideroedes might be able to denitrify under certain conditions, which is unusual for filamentous bacteria in activated sludge. No substrate uptake or storage was seen under anaerobic conditions. M. perideroedes was relatively hydrophobic, compared to other filamentous bacteria and microcolonies present in the sludge, indicating the presence of a hydrophobic sheath. Several excreted surface-associated exoenzymes were detected in the sludge, but M. perideroedes never showed any activity, except once after a breakdown in the production facility. This confirmed that M. perideroedes mainly grows on soluble substrates. Based on the studies of the ecophysiology of M. perideroedes, potential control strategies are suggested.     

Kinetic study and oxygen transfer efficiency evaluation using respirometric methods in a submerged membrane bioreactor using pure oxygen to supply the aerobic conditions

The performance of a wastewater bench-scale ultrafiltration membrane bioreactor (MBR) treatment plant using pure oxygen to supply the aerobic conditions for 95 days was studied. The results showed the capacity of the MBR systems to remove organic material under a hydraulic retention time of 12 h and a sludge retention time of 39.91 days. Aeration represents its major power input; this is why the alpha-factor of the aeration and kinetic parameters (design parameters) were determined when the mixed liquid suspended solids (MLSS) was increased from 3420 to 12,600 mg/l in order to understand the system. An alpha-factor in the range 0.462-0.022 and the kinetic parameters measured with the respirometric method (K_M of 73.954-3.647 mg/l, k_d of 0.0142-0.104 day⁻¹, k_H of 0.1266-0.655 day⁻¹, and the yield mean coefficient of 0.941) were obtained. Our study suggested significant changes in the behaviour of the biological system when the concentration of MLSS was increased.     

荧光定量PCR监测五氯酚对好氧颗粒污泥和活性污泥中氨氧化细菌数量的影响

通过特异引物扩增环境中氨氧化细菌16S rDNAV2保守区域,将该片段克隆到T-easy载体上,PCR产物经测序和定量PCR扩增体系鉴定,证实PCR扩增产物为氨氧化细菌16S rDNA保守序列,以含该序列的重组质粒作为定量PCR监测氨氧化细菌数量的DNA标准品。用荧光定量PCR技术比较了五氯酚(PCP)对好氧颗粒污泥和活性污泥中氨氧化细菌数量的影响。结果表明,不加PCP的反应器中,好氧颗粒污泥和活性污泥中氨氧化细菌的数量分别为4.28×107±5.44×106cells/(g干污泥)和2.51×109±8.61×108cells/(g干污泥)。随着PCP浓度的增加(0~50mg/L),PCP对氨氧化细菌数量的影响不大(P>0.05),而且,污泥中氨氧化细菌的数量与氨氮的去除率无直接的正相关关系(P>0.05),PCP主要是抑制氨氧化细菌的代谢活性导致污泥氨氮去除效率降低。     

三氯乙酸(TCA)提取法与微波提取法检测活性污泥中三磷酸腺苷(ATP)

【目的】针对活性污泥法中的重要参数ATP进行研究分析,通过在不同条件下检测污泥的活性,得出以ATP为指标的污泥活性状态,为准确判定活性污泥的活性提供依据。【方法】分别运用三氯乙酸(TCA)提取法及微波提取法检测活性污泥中的ATP,并对检测ATP的影响因素(TCA浓度、冰浴时间、p H、微波频率及时间等)进行探讨与优化。【结果】运用TCA提取法检测ATP时,在1.0%-7.0%的TCA体积百分数内,活性污泥中TCA最佳体积百分数为2.5%;在2-60 min的冰浴时间内,最佳冰浴时间为10 min;三羟甲基丙烷-乙二胺四乙酸(Tris-EDTA)缓冲液的最佳p H 7.5;运用微波提取法检测ATP适宜的微波辐射条件为:功率800 W,辐射时间15 s。【结论】TCA提取法和微波提取法均可以检测活性污泥中的ATP,但与微波提取法相比,TCA提取法更能保证从细胞内释放出来的ATP的完整性,因此TCA提取法更适合用于检测活性污泥中的ATP。     

Isolation of rhodoquinone-containing chemoorganotrophic bacteria from activated sludge

Abstract Several strains of Gram-negative aerobic chemoheterotrophic bacteria which produced rhodoquinone were isolated from activated sludge. All isolates contained a rhodoquinone with eight isoprene units as a major component in addition to the corresponding homologue of ubiquinone. The isolates seemed to make up a single taxon because of their homogeneity in phenotypic and chemotaxonomic properties, but could not be allocated to any known taxa of Gram-negative bacteria.     

Characterization of PHB storage in activated sludge extended filamentous bacteria by automated colour image analysis

The storage of poly-β-hydroxybutyrate (PHB) in extended filamentous bacteria from activated sludge was monitored by Sudan Black staining: PHB granules were blue in the reddish filaments counterstained by safranin. By quantitative image analysis of colour images grabbed on an optical microscope, the distribution of the PHB loading of the extended filaments was estimated by determination of the proportion of blue pixels of their skeleton. The method was applied for different feed compositions to demonstrate its ability to monitor the PHB synthesis and storage capacity of filamentous bacteria in mixed cultures. Fast PHB storage, within a few hours, could be observed with acetate-based feeding solutions but the storage rate decreased with more complex feeds (meat extract based feed, wastewater).     

Study on activated carbon derived from sewage sludge for adsorption of gaseous formaldehyde

The aim of this work is to evaluate the adsorption performances of activated carbon derived from sewage sludge (ACSS) for gaseous formaldehyde removal compared with three commercial activated carbons (CACs) using self-designing adsorption and distillation system. Formaldehyde desorption of the activated carbons for regeneration was also studied using thermogravimetric (TG) analysis. The porous structure and surface characteristics were studied using N₂ adsorption and desorption isotherms, scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FTIR). The results show that ACSS has excellent adsorption performance, which is overall superior to the CACs. Adsorption theory indicates that the ACSS outperforms the CACs due to its appropriate porous structure and surface chemistry characteristics for formaldehyde adsorption. The TG analysis of desorption shows that the optimum temperature to regenerate ACSS is 75 °C, which is affordable and economical for recycling.     

生物吸附剂-活性污泥法吸附处理含铬电镀废水

研究了复合生物吸附剂FY01和活性污泥处理含铬电镀废水的吸附性能.结果表明,铬的生物吸附分为快速15g·L^-1污泥对通用电镀废水、康力电镀废水中铬的联合去除率分别高达97.7%和88.1%,比两者单独处理电镀废水的吸附和缓慢吸附两个阶段.FY01具有良好的吸附稳定性,对废水的pH适应能力强,当pH=2.5~6时,10g·L^-1FY01和5g·L^-1污泥曝气处理2000mL电镀废水2h后,68.6mg·L^-1含铬通用电镀废水中总铬的去除率达71.5~75.6%;50.1mg·L^-1含铬康力电镀废水中总铬的去除率高达80.0~90.0%.FY01和活性污泥具有良好的协同促进作用,10g·L^-1FY01和除铬率总和分别高出39.8%、44.6%.     

Coliforms removal in two UASB + ASP based systems

Two full scale up-flow anaerobic sludge blanket (UASB) reactor with activated sludge process based STPs (43 Ml d⁻¹ and 100 Ml d⁻¹ capacities) purely for municipal wastewater having two different aeration systems (surface and diffused) were continuously evaluated for one year. Total coliforms (TC) and fecal coliforms (FC) were measured along with other performance monitoring parameters in raw sewage, UASB effluents, and in final effluents. The concentration of total and fecal coliforms ranged from 9.3 × 10⁶ to 1.2 × 10¹⁴ MPN/100 ml and 9.3 × 10⁶ to 2.4 × 10¹³ MPN/100 ml respectively in raw sewage. At both the plants, it was observed that finally treated effluent still contained significant number of total coliforms (5.71 × 10⁵ and 6.7 × 10⁵) and fecal coliforms (3.67 × 10⁵ and 2.2 × 10⁵) after overall removal of 99.9%, which is still greater than the permissible limit of 1000 MPN/100 ml and needs further treatment. Seasonal variation indicated the effective removal of coliforms in raw sewage was in summer. Fecal coliforms are highly correlated with phosphorous and total coliform concentrations.