Effects of microbial degradation of biofoulants on microfiltration membrane performance in a membrane bioreactor

In membrane bioreactors (MBRs) for wastewater treatment, membrane fouling, particularly biofouling caused by soluble microbial products (SMP), is a nuisance problem causing decreases in permeation flux. In a previous study, we identified primary biofoulants of microfiltration (MF) membranes in SMP as polysaccharides containing uronic acids that undergo inter- and intramolecular ionic cross-linking by polyvalent cations, forming a gelatinous mass that clogs membrane pores. In the present study, we therefore attempted to isolate biofoulant-degrading microorganisms from activated sludge on a polygalacturonic acid-overlaid agar medium and evaluate their efficiency for preventing biofouling of MF membranes. Among the isolates, the fungal strain HO1 identified as Phialemonium curvatum degraded 30% of polysaccharides containing uronic acids into smaller molecules in a SMP solution containing a high concentration of saccharides after 30 days of cultivation. Microfiltration tests using a laboratory-scale submerged MBR indicated that the filtration resistance of this degraded SMP solution was lower than that of the control SMP solution without fungal inoculation. Importantly, accumulation of gelatinous mass on the membrane responsible for biofouling was avoided in the SMP solution augmented with P. curvatum HO1 during the microfiltration test. This is the first report to describe a new method for avoiding biofouling of MBRs by microbial degradation of primary biofoulants.     

Role of soluble microbial products (SMP) in membrane fouling and flux decline

Soluble microbial products (SMP), a significant component of effluent organic matter (EfOM), play an important role in membrane fouling and flux decline in wastewater reclamation/reuse applications. The SMP compounds of a microbial origin are derived during biological processes of wastewater treatment. They exhibit the characteristics of hydrophilic organic colloids and macromolecules. These high molecular weight compounds play an important role in creating high resistance of the membrane, leading to a reduction of permeate flux. The SMP fouling of RO, NF, and tight UF membranes is associated with formation of a cake/gel layer due to size (steric) exclusion. FTIR spectra of SMP- and EfOM-fouled membranes exhibited foulants' composition, consisting of polysaccharides, proteins, and/or aminosugar-like compounds. This finding reveals the important role of the SMP components as factors in membrane fouling and flux decline associated with EfOM source waters. Solids retention time (SRT) affects the characteristics and amounts of SMP, however, SRT did not affect flux decline trends of RO and NF membranes.     

Membrane fouling of submerged membrane bioreactors: impact of mean cell residence time and the contributing factors

In this study, four bench-scale pre-anoxic submerged membrane bioreactors (MBR) were operated simultaneously at different mean cell residence times (MCRTs) (3, 5, 10, and 20 days) to systematically elucidate the contributing factors of membrane fouling. Severe membrane fouling was first observed in the 3-day followed by the 5-day MCRT MBRs. Minimal membrane fouling was detected in the 10 and 20-day MCRT MBRs. The fouling of microfiltration membrane was not controlled by mixed liquor suspended solids concentration or zeta potential of biomass. Instead, membrane fouling rate increased with increasing soluble microbial products and extracellular polymeric substances concentrations, which both increased with decreasing MCRT. Total organic carbon, protein, carbohydrate, and UV254 absorbance in the mixed liquor supernatant increased with decreasing MCRT and were consistently higher than those of the effluent. Accumulation of carbohydrates rather than proteins in the mixed liquor supernatant was found to decrease with increasing MCRT. Normalized capilliary suction time value rather than the capilliary suction time value would indicate membrane fouling potential of a mixed liquor. Image analysis of the fouled membrane using scanning electron microscope and confocal laser scanning microscope showed that biofilm formation was the cause of membrane fouling.     

Anaerobic fluidized bed membrane bioreactor for wastewater treatment

Anaerobic membrane bioreactors have potential for energy-efficient treatment of domestic and other wastewaters, membrane fouling being a major hurdle to application. It was found that fouling can be controlled if membranes are placed directly in contact with the granular activated carbon (GAC) in an anaerobic fluidized bed bioreactor (AFMBR) used here for post-treatment of effluent from another anaerobic reactor treating dilute wastewater. A 120-d continuous-feed evaluation was conducted using this two-stage anaerobic treatment system operated at 35 °C and fed a synthetic wastewater with chemical oxygen demand (COD) averaging 513 mg/L. The first-stage was a similar fluidized-bed bioreactor without membranes (AFBR), operated at 2.0-2.8 h hydraulic retention time (HRT), and was followed by the above AFMBR, operating at 2.2 h HRT. Successful membrane cleaning was practiced twice. After the second cleaning and membrane flux set at 10 L/m(2)/h, transmembrane pressure increased linearly from 0.075 to only 0.1 bar during the final 40 d of operation. COD removals were 88% and 87% in the respective reactors and 99% overall, with permeate COD of 7 ± 4 mg/L. Total energy required for fluidization for both reactors combined was 0.058 kWh/m(3), which could be satisfied by using only 30% of the gaseous methane energy produced. That of the AFMBR alone was 0.028 kWh/m(3), which is significantly less than reported for other submerged membrane bioreactors with gas sparging for fouling control.     

Influence of different mesh filter module configurations on effluent quality and long-term filtration performance

Recently, a new type of wastewater treatment system became the focus of scientific research: the mesh filter activated sludge system. It is a modification of the membrane bioreactor (MBR), in which a membrane filtration process serves for sludge separation. The main difference is that a mesh filter is used instead of the membrane. The effluent is not of the same excellent quality as with membrane bioreactors due to the much lager pore sizes of the mesh. Nevertheless, it still resembles the quality of currently used standard treatment system, the activated sludge process. The new process shows high future potential as an alternative where a small footprint of these plants is required (3 times lower footprint than conventional activated sludge systems because of neglecting the secondary clarifier and reducing the biological stage). However, so far only limited information on this innovative process is available. In this study, the effect of different pore sizes and different mesh module configurations on the effluent quality was investigated varying the parameters cross-flow velocity (CFV) and flux rate. Furthermore the long-term filtration performance was studied in a pilot reactor system and results were compared to the full-scale conventional activated sludge process established at the same site. The results demonstrate that the configuration of the filter module has little impact on effluent quality and is only of importance with regard to engineering aspects. Most important for a successful operation are the hydrodynamic conditions within the filter module. The statement "the higher the pore size the higher the effluent turbidity" was verified. Excellent effluent quality with suspended solids between 5 and 15 mg L(-1) and high biological elimination rates (chemical oxygen demand (COD) 90-95%, biological oxygen demand (BOD5) 94-98%, total nitrogen (TN) 70-80%, and ammonium nitrogen (NH(4)-N) 95-99%) were achieved and also compared to those of conventional activated sludge systems. Regarding the air requirement for module aeration, which is the main cost factor in MBR technology, an astonishing optimization could be achieved. During the long-term filtration experiments only 4 N m(3)/m(3) was necessary to keep a stable filtration process for more than 3 weeks (MBR 20-50 N m(3)/m(3)).     

Significance of Chloroflexi in performance of submerged membrane bioreactors (MBR) treating municipal wastewater

We operated pilot-scale submerged membrane bioreactors (MBR) treating real municipal wastewater for over 3 months and observed an interesting phenomenon that carbohydrate concentrations in the MBRs rapidly increased, which consequently resulted in membrane fouling, when relative abundance of the member of uncultured Chloroflexi decreased from over 30% of total Bacteria to less than 10%. We, therefore, hypothesized that the uncultured Chloroflexi present in the MBRs could preferentially degrade carbohydrates and consequently prevent membrane fouling. To test this hypothesis, we investigated the phylogenetic identity, diversity, and in situ physiology (substrate utilization characteristics) of Chloroflexi residing in the MBR by using 16S rRNA gene sequencing analysis and microautoradiography combined with fluorescence in situ hybridization (MAR-FISH) technique. Most of the clones related to the phylum Chloroflexiwere affiliated with the Chloroflexi subphylum 1 containing only a few cultured representatives. The MAR-FISH revealed that the members of Chloroflexi were metabolically versatile and could preferentially utilize glucose and N-acetyl glucosamine (a main substantial constituent of the cell wall peptidoglycan) under oxic and anoxic conditions. The utilization of these compounds was low at low pH. These findings suggest that the members of Chloroflexi are ecologically significant in the MBR treating municipal wastewater and are responsible for degradation of SMP including carbohydrates and cellular materials, which consequently reduces membrane fouling potential.     

Characterization of cake layer in submerged membrane bioreactor

Cake layer formation on the membrane surface has been a major challenge in the operation of membrane bioreactors (MBRs). In this study, the cake layer formation mechanism in an MBR used for synthetic wastewater treatment was investigated. The major components of cake layer were systematically examined by particle size analyzer (PSA), scanning electron microscopy (SEM), confocal laser scanning microscopy (CLSM), X-ray fluorescence (XRF), energy-diffusive X-ray analyzer (EDX), and Fourier transform infrared (FTIR) spectroscopy. The results indicate that the small particles in sludge suspension had a strong deposit tendency on the membrane surface. The SEM and CLSM analysis exhibited that bacterial clusters and polysaccharides were significant contributors to membrane fouling. The main components of biopolymers were identified as proteins and polysaccharide materials by the FTIR. The examination by EDX and XRF demonstrated that Mg, Al, Ca, Si, and Fe were the major inorganic elements in fouling cake. Furthermore, the results suggest that bridging between deposited biopolymers and inorganic compounds could enhance the compactness of fouling layer. During the operation of MBRs, the biopolymers and inorganic elements in the bioreactor should be controlled to minimize membrane fouling.     

高效内循环生物反应器处理脱墨废水动力学特性初步研究

研究了脱墨废水用高效内循环生物反应器处理时的生物降解和生物增长动力学特征,求出了脱墨废水经两种不同预处理后的降解动力学方程及稳态条件下活性污泥的产率系数.与传统活性污泥法相比,其污泥的产率系数只有1/3～1/2.     

Fluorecent staining for study of extracellular polymeric substances in membrane biofouling layers

Membrane biofouling by microbial products adversely impacts the feasibility of adopting membrane bioreactors (MBRs) for treating wastewater. The fouling layer structure determines the pressure drop across the fouling layer. Three-dimensional distributions of nucleic acids, proteins, alpha-D-GLUCOPYRANOSE POLYSACCHARIDES, AND B-D-glucopyranose polysaccharides in the fouling layer formed on a mixed cellulose ester membrane were generated utilizing a quadruple staining protocol combined with confocal laser scanning microscopy (CLSM). For the first time, this study constructed a three-dimensional volumetric grids model representing the fouling layer structure on the basis of a series of CLSM images. Quantitative structural information about the fouling layer was extracted from the CLSM images.     

Removal of sulfur-organic polar micropollutants in a membrane bioreactor treating industrial wastewater

While membrane bioreactors (MBR) have proven their large potential to remove bulk organic matter from municipal as well as industrial wastewater, their suitability to remove poorly degradable polar wastewater contaminants is yet unknown. However, this is an important aspect for the achievable effluent quality and in terms of wastewater reuse. We have analyzed two classes of polar sulfur-organic compounds, naphthalene sulfonates and benzothiazoles, by liquid chromatography-electrospray ionization-tandem mass spectrometry (LC-ESI-MS) over a period of 3 weeks in the influent and effluent of a full-scale MBR with external ultrafiltration that treats tannery wastewater. While naphthalene monosulfonates were completely removed, total naphthalene disulfonate removal was limited to about 40%, and total benzothiazoles concentration decreased for 87%. Quantitative as well as qualitative data did not indicate an adaptation to or a more complete removal of these polar aromatic compounds by the MBR as compared to literature data on conventional activated sludge treatment. While quality improvements in receiving waters for bulk organic matter are documented and the same can be anticipated for apolar particle-associated contaminants, these data provide no indication that MBR will improve the removal of polar poorly biodegradable organic pollutants.     

Extra-cellular polysaccharides, soluble microbial products, and natural organic matter impact on nanofiltration membranes flux decline

Extra-cellular polysaccharides (EPS), soluble microbiological products (SMP), dispersed bacterial cells, and a well-characterized natural organic matter (NOM) isolate were observed to determine their influence on the flux decline of model nanofiltration membrane systems. Biofouling tests were conducted using bench-scale, flat-sheet membrane modules, fed with particle-free (laboratory) waters and natural waters, some of which were augmented with readily biodegradable organic carbon. The modules were operated 6.7 x 10(5) Pa, and 21+/- 2 degrees C. Membrane flux-decline was associated with increases in surface EPS mass: between 30 and 80% of normalized flux decline occurred when membrane-associated EPS content increased from 5to 50 microg/ cm2. As judged by standard culturing, heterotrophic cell densities recovered from membrane biofilm samples showed no significant correlations with the different carbon sources present in the feedwaters, or flux decline rates. Results suggested that, in the absence of microbiological activity, SMP and NOM have intrinsic membrane fouling properties at levels that are operationally significant to commercial-scale membrane treatment practices. Results also suggested that SMP may have a biofouling potential significantly greater than some types of NOM. Trends obtained relating these compounds with flux decline were successfully described by expanding existing resistance-in-series models.     

OCC制浆造纸废水封闭循环应用研究

采用物化法及絮凝-生化一体化法处理OCC制浆造纸废水，并对比了几种方法的处理效果和循环使用情况。研究结果表明：絮凝沉淀法和气浮法处理OCC制浆造纸废水，其CODCr、BOD5和SS的去除率分别为63．4％、66．7％、83．8％和66．2％、71．9％、87．8％，且都难以去除可溶性的CODCr。而采用絮凝-生化一体化处理技术，可使废水中的CODCr、BOD5和SS的去除率分别达到76．1％、80．0％、91．1％，尤其对可溶性CODCr的去除率达到20％左右。经一体化技术处理的废水进一步生化处理，可使CODCr降低到50mg／L。     

从好氧污泥中筛选硫酸盐浆漂白废水降解菌株及其降解动力学的研究

将好氧污泥碎解后在LB培养基上活化培养污泥中的微生物群落,根据菌落特征差异,筛选出16种微生物菌株,考察它们对硫酸盐浆漂白废水的降解能力。结果显示,8株菌具有硫酸盐浆漂白废水降解效果,其中菌株BKPE-11效果最佳,在64h内废水COD去除率达到67.46%。研究了BKPE-11在硫酸盐浆漂白废水中的生长曲线及降解该漂白废水的动力学过程,并建立了动力学方程。     

Membrane biofouling in pilot-scale membrane bioreactors (MBRs) treating municipal wastewater: impact of biofilm formation

For more efficient control and prediction of membrane biofouling in membrane bioreactors (MBRs), a fundamental understanding of mechanisms of membrane biofouling is essential. In this study, we operated full-scale submerged MBRs using real municipal wastewater delivered from the primary sedimentation basin of a municipal wastewater treatment facility over 3 months, and the adhesion and formation of biofilms on 0.4-microm pore size polyethylene hollow-fiber microfiltration (MF) membrane surfaces, separated from simple deposition of sludge cake, were monitored using scanning electron microscopy (SEM). In addition, the compositions of planktonic and biofilm microbial communities in the MBR were analyzed using culture independent molecular-based methods (i.e., fluorescent in situ hybridization (FISH) and 16S rRNA gene sequence analysis). The SEM and LIVE/DEAD staining analyses clearly showed that the biofilms gradually developed on the membrane surfaces with time, which had a strong positive correlation with the increase in trans-membrane pressure (TMP). This indicated that the biofilm formation induced the membrane fouling. The FISH results revealed that the microbial communities on membrane surfaces were quite different from those in the planktonic biomass in the mixed liquor. Moreover, FISH and 16S rRNA gene sequence analyses revealed that a specific phylogenetic group of bacteria, the Betaproteobacteria, probably played a major role in development of the mature biofilms, which led to the severe irreversible membrane biofouling.     

日照森博节水治污实践

利用先进的装备和工艺技术,从源头抓起,实现生产全过程的节水减污;通过活性污泥法二级生化处理,中段废水达标排放.     

Fluorochemical mass flows in a municipal wastewater treatment facility

Fluorochemicals have widespread applications and are released into municipal wastewater treatment plants via domestic wastewater. A field study was conducted at a full-scale municipal wastewater treatment plant to determine the mass flows of selected fluorochemicals. Flow-proportional, 24 h samples of raw influent, primary effluent, trickling filter effluent, secondary effluent, and final effluent and grab samples of primary, thickened, activated, and anaerobically digested sludge were collected over 10 days and analyzed by liquid chromatography electrospray-ionization tandem mass spectrometry. Significant decreases in the mass flows of perfluorohexane sulfonate and perfluorodecanoate occurred during trickling filtration and primary clarification, while activated sludge treatment decreased the mass flow of perfluorohexanoate. Mass flows of the 6:2 fluorotelomer sulfonate and perfluorooctanoate were unchanged as a result of wastewater treatment, which indicates that conventional wastewater treatment is not effective for removal of these compounds. A net increase in the mass flows for perfluorooctane and perfluorodecane sulfonates occurred from trickling filtration and activated sludge treatment. Mass flows for perfluoroalkylsulfonamides and perfluorononanoate also increased during activated sludge treatment and are attributed to degradation of precursor molecules.     

优势菌群强化好氧活性污泥处理制浆中段废水的研究

利用实验室构建的优势菌群(B.subtilis∶B.cereus∶V.pantothenticus=35%∶50%∶15%,质量比)强化好氧活性污泥以处理制浆中段废水。污泥驯化实验表明,投加优势菌群体系的CODCr去除率和污泥的理化特性均优于不投加优势菌群体系的。当优势菌群投加量为0.3 g/L时,废水处理效果最好,处理周期为8 h,比不投加优势菌群的体系缩短了1 h,CODCr去除率达72.9%。降解动力学实验结果表明,好氧活性污泥处理制浆中段废水符合一级降解动力学模型,优势菌群投加量为0.3 g/L的体系降解速率常数最大,为0.0487 min-1,且大于不投加优势菌群的体系。     

Elucidation of the transformation pathway of the opium alkaloid codeine in biological wastewater treatment

Codeine, an opium alkaloid, was transformed in aerobic batch experiments with activated sludge into several transformation products (TPs). For eight TPs, the chemical structures were unambiguously identified by a multistep approach using results from high-resolution mass spectrometry (HR-MS) and 1D and 2D nuclear magnetic resonance (NMR) experiments. For an additional 10 TPs, tentative structures were proposed. Most of the TPs identified exhibited only slightly modified molecular structures featuring double bond shifts, introduction of hydroxy groups, or amine demethylation. The transformation pathway of codeine in contact with activated sludge is characterized by a combination of biologically and chemically mediated reactions. Biological oxidation of codeine leads to the formation of the α,β-unsaturated ketone codeinone, which is the precursor for further abiotic and biotic transformation due to its high chemical reactivity. An analytical method based on solid-phase extraction and LC tandem MS detection was developed to confirm the formation of several TPs in wastewater treatment plants (WWTPs). The mass balances were comparable to those obtained from batch experiments. An HR-MS screening approach of TPs from dihydrocodeine and morphine revealed that the knowledge from the codeine transformation pathway can be extrapolated to the distinct transformation pathways of these structurally related opium alkaloids. In total, 17 TPs were proposed for morphine and 2 TPs for dihydrocodeine.     

压力式超滤技术在给水处理中的应用研究

利用常规混凝沉淀＋压力式超滤工艺处理西江原水,考察了压力式超滤系统出水水质,研究了试验期间压力式超滤工艺的跨膜压力（TMP）变化,以及超滤膜的化学清洗。试验结果表明：压力式超滤工艺的出水安全可靠,CODMn氨氮、浊度,均达到了《生活饮用水卫生标准》（GB5749—2006）和《饮用净水水质标准》（CJ94～2005）的要求;系统在试验条件下运行,TMP增长缓慢;用HCl和NaClO进行化学清洗,可有效控制膜污染。     

Organic fouling and chemical cleaning of nanofiltration membranes: measurements and mechanisms

Fouling and subsequent chemical cleaning of nanofiltration (NF) membranes used in water quality control applications are often inevitable. To unravel the mechanisms of organic fouling and chemical cleaning, it is critical to understand the foulant-membrane, foulant-foulant, and foulant-cleaning agent interactions at the molecular level. In this study, the adhesion forces between the foulant and the membrane surface and between the bulk foulant and the fouling layer were determined by atomic force microscopy (AFM). A carboxylate modified AFM colloid probe was used as a surrogate for humic acid, the major organic foulant in natural waters. The interfacial force data were combined with the NF membrane water flux measurements to elucidate the mechanisms of organic fouling and chemical cleaning. A remarkable correlation was obtained between the measured adhesion forces and the fouling and cleaning behavior of the membrane under various solution chemistries. The AFM measurements further confirmed that divalent calcium ions greatly enhance natural organic matter fouling by complexation and subsequent formation of intermolecular bridges among organic foulant molecules. Efficient chemical cleaning was achieved only when the calcium ion bridging was eliminated as a result of the interaction between the chemical cleaning agent and the fouling layer. The cleaning efficiency was highly dependent on solution pH and the concentration of the chemical cleaning agent.