PhD Thesis - Aida Azrina Binti Azmi
Transcription
PhD Thesis - Aida Azrina Binti Azmi
CHARACTERIZATION AND PROFILING OF MICROBIAL COMMUNITY DIVERSITY ASSOCIATED WITH ANAEROBIC SULFUR OXIDATION IN AN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE ( B )A AIDA AZRINA BINTI AZMI DOCTOR OF ENGINEERING NAGAOKA UNIVERSITY OF TECHNOLOGY 2015 ( CHARACTERIZATION AND PROFILING OF MICROBIAL COMMUNITY DIVERSITY ASSOCIATED WITH ANAEROBIC SULFUR OXIDATION IN AN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE ( B ( )A By AIDA AZRINA BINTI AZMI A Dissertation Submitted to the Graduate School of Engineering, Nagaoka University of Technology, in Partial Fulfillment of the Requirements for the Degree of DOCTOR OF ENGINEERING (Energy and Environmental Engineering) February 2015 ! i! This thesis was submitted to the Graduate School of Engineering, Nagaoka University of Technology and has been accepted as fulfillment of the requirement for the degree of Doctor of Engineering (Energy and Environmental Engineering). The members of the Supervisory Committee were as follows: Takashi YAMAGUCHI, Dr.Eng. Professor Department of Civil and Environmental Engineering Nagaoka University of Technology (Chairman) Masashi HATAMOTO, Dr.Eng. Assistant Professor Department of Civil and Environmental Engineering Nagaoka University of Technology (Member) ! ii! TABLE OF CONTENTS Page ACKNOWLEDGEMENTS v CHAPTER 1 INTRODUCTION 1 2 LITERATURE REVIEW 4 2.1 Microbial Communities in Sewage Treatment 4 2.2 Sulfur Cycle Bacteria 7 2.3 Anaerobic Sulfide/Sulfur Oxidation 25 2.4 Bioelectrochemical Reactor 27 3 References 31 REPRODUCTION OF ANAEROBIC SULFUR 41 OXIDATION REACTION BY USING POTENTIAL CONTROL DEVICE AND ANALYSIS OF MICROBIAL COMMUNITIES INVOLVED IN THE REACTION Abstract 41 3.1 Introduction 42 3.2 Materials and Methods 43 3.3 Results and Discussion 47 3.4 Conclusion 55 References ! 56 iii! 4 MOLECULAR CHARACTERIZATION OF ANAEROBIC 58 SULFUR-OXIDIZING MICROBIAL COMMUNITIES IN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE 5 Abstract 58 4.1 Introduction 59 4.2 Materials and Methods 60 4.3 Results and Discussion 63 4.4 Conclusion 73 References 74 DIVERSITY PROFILE OF MICROBES ASSOCIATED 80 WITH ANAEROBIC SULFUR OXIDATION IN AN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE 6 Abstract 80 5.1 Introduction 81 5.2 Materials and Methods 82 5.3 Results and Discussion 86 5.4 Conclusion 99 References 100 SUMMARY 108 LIST OF PUBLICATIONS ! 111 iv! ACKNOWLEDGEMENTS First of all, I am grateful to Almighty Allah for empowering me with His guidance and granted me all these graces throughout my life to achieve my missions in life and to fulfill this PhD study. I would like to express my sincere and deepest gratitude to my advisor, Professor Takashi Yamaguchi, for accepting me as his student and letting me experience the research of wastewater treatment, for his caring, patience, motivation, and also for providing a good environment for me to do research as well as financially supported my research. I would like to thank Dr. Masashi Hatamoto, for his guidance, enthusiasm, immense knowledge and insightful comments, helping me in developing my background in this field, have faith in me and patiently corrected my writing. Without their guidance and persistent help, these research and dissertation would not have been possible. I could not imagine having a better advisor and mentor for my PhD study. I would like to thank the staff members for being nice and friendly and also for their help. I would also like to thank my fellow lab members for their help and stimulating discussion and also for the fun we had in the last few years. Last but not least, I am extremely grateful to my parents for their prayers, supporting and encouraging me, and standing by me through the good times and bad. May Allah bless and grants them a long and healthy life. ! v! CHAPTER 1 INTRODUCTION Wastewater treatment systems are designed to achieve improvements in the quality of the wastewater besides providing low cost sanitation and environmental protection. To date, there are varieties of treatment technology used for the handling of various types of industrial and municipal wastewaters such as filter bioreactor, fluidized bed reactor, sequencing batch reactor (SBR), expanded granular sludge bed (EGSB) reactor and upflow anaerobic sludge blanket (UASB) reactor. Among all these treatment technologies, UASB is one of the most popular and widely applied technologies in many countries such as the developing countries because of its high efficiency and cost effective sewage treatment process. In these series of wastewater treatment studies, a system consisting an UASB reactor together with a down-flow hanging sponge (DHS) reactor as a post-treatment was developed for municipal sewage treatment under low temperature conditions. An aerobic post-treatment system, DHS, was chose because of the sufficient and effective process performance in treating the effluent from the UASB reactor, besides providing a low investment, operation and maintenance costs. Initially, these series of wastewater treatment studies was conducted to investigate the sulfate reduction reaction that contributes to the degradation of organic matters in the UASB reactor under low temperature conditions. However, an interesting phenomenon was observed while this investigation was being conducted where anaerobic sulfur oxidation was occurred in the UASB reactor without the presence of electron acceptors such as oxygen, nitrate, nitrite and oxidized-irons. In ! 1! the previous studies, the occurrence of sulfur oxidation reaction was observed with the presence of these electron acceptors. This discovery has not been reported yet previously and seems to be a new finding. Therefore, as the main objective of this study, the probable main factors that are responsible in actuating the anaerobic sulfur oxidation reaction to occur in the UASB reactor was investigated. To achieve this main objective, information regarding this matter was gathered and also several steps were set and conducted as in chapters as stated below: CHAPTER 2 explored the literature that is relevant to understanding the global cycle of sulfur and its microbes. Several studies on sulfur cycle microbes under various conditions were discussed and their characteristics were reviewed. Besides that, bioelectrochemical reactor (BER) approaches to studying fundamental microbial interaction and its mechanisms were also discussed. CHAPTER 3 aimed to reproduce the anaerobic sulfur oxidation reaction by controlling the oxidation-reduction potential (ORP) and other parameters of the cultured sludge in the UASB reactor under low temperature. Additionally, the microbial community structure in the sludge, before and after culture, was investigated to estimate the microbial communities involved in the reaction. CHAPTER 4 aimed to investigate the microbial communities existing in the UASB reactor during the anaerobic sulfur oxidation period by molecular analysis of the 16S rRNA gene. ! 2! CHAPTER 5 aimed to analyze comprehensively the abundance, distribution, characteristics and phylogenetic diversity of microbes involved in anaerobic sulfur oxidation in the UASB reactor for twenty-four months of operation period by next generation sequencing analysis. On top of that, the influence of environmental conditions on the microbial community structure and diversity was observed. Finally, the summary and conclusion of this study were stated in CHAPTER 6 which all the chapters were summarized and the results of each chapter were compared. The findings from this study were then concluded. The framework of the research is shown below in Fig. 1.1. Introduction Description of the problem addressed and purpose of the research as well as steps to achieve the main objective discussed. CHAPTER 1 Literature Review Literature that is relevant to understanding the global cycle of sulfur and its microbes reviewed. CHAPTER 2 ChaChapter! Study 1 Anaerobic sulfur oxidation reaction reproduced and microbial communities involved in the reaction analyzed. CHAPTER 3 Study 2 Microbial communities existing in the UASB reactor during anaerobic sulfur oxidation period investigated. Study 3 Diversity of microbes exists in the UASB reactor over a period of 2 years analyzed. CHAPTER 4 CHAPTER 5 Summary Summary and conclusion of the research stated. CHAPTER 6 Fig. 1.1 Research framework. ! 3! CHAPTER 2 LITERATURE REVIEW 2.1 Microbial Communities in Sewage Treatment Microorganisms are important and represent the core component in the treatment of wastewater. They play an essential role in converting the organic wastes to more stable less polluting substances resulting in water purification and energy production. Many studies were conducted on the analysis of microbial communities in various types of wastewater and reactors until now (Table 2.1), and from time to time, many new findings or microbes are discovered. These analyses and the new discoveries will help to increase the microbial biodiversity data of the wastewater which will lead to a better and effective performance of the reactor in treating the wastewater. According to these studies of microbial communities analysis under different conditions, the most frequently retrieved 16S rRNA gene were those affiliated with the phylum Proteobacteria, followed by phyla Chloroflexi, Bacteroidetes, Firmicutes and Actinobacteria (Table 2.1). Despite having these analyses conducted and retrieving the microbial biodiversity data, there are still a large number of uncharacterized microbes exist in the environment. Furthermore, according to Achtman and Wagner (2008), more than 85 novel bacterial phyla have been discovered and not even one representative isolate have been cultured nor a single genome sequence have been recovered from most of these phyla since 1987 (Fig. 2.1). The population structures as well as the cohesive forces of the immeasurable ! 4! majority microbes on this planet are also not yet known. Therefore, the development of novel concepts for improving the microbial communities analysis is necessary to have a thorough knowledge on the ecology of the microbes exist in the wastewater treatment plants and reactors as well as on the earth. Fig. 2.1 Numbers of phyla and genomic sequences among microbes since 1987. Each schematic tree shows the number of known phyla for each indicated year. Vertical line represents each phylum. Numbers above each horizontal bar indicate the numbers of phyla that they span. (Achtman and Wagner, 2008) ! 5! Nitrifying/denitrifying industrial plant Nitrifying sequencing biofilm batch reactor Enhanced biological phosphorous removal sequencing batch reactor + sodium acetate Enhanced biological phosphorous removal continuous flow reactor Sugar processing wastewater - upflow anaerobic sludge bioreactor Vinegar processing wastewater - upflow anaerobic sludge bioreactor Clear-liquor processing wastewater - upflow anaerobic sludge bioreactor Amino-acid processing wastewater - upflow anaerobic sludge bioreactor Relative frequency of bacterial 16S rRNA gene (%) No.of clones No. of OTUs Chao1 Coverage (%) Proteobacteria Alphaproteobacteria Betaproteobacteria Gammaaproteobacteria Deltaproteobacteria Epsilonproteobacteria Chloroflexi Bacteroidetes Firmicutes Actinobacteria Planctomycetes Nitrospira Deferribacteres Spirochaetes Chlorobi Acidobacteria Verrucomicrobia Fusobacteria Others High-load aeration basin municipal plant Table 2.1 Summary of bacterial 16S rRNA-based diversity surveys of wastewater treatment plants and reactors. 62 25 32 77 94 53 83 64 96 33 42 78 97 69 144 48 51 30 59 51 84 43 84 68 104 42 87 76 103 46 107 74 117 65 124 67 3 52 18 26 31 5 51 22 4 1 13 33 8 3 2 4 5 1 4 13 3 16 8 8 4 4 6 6 1 7 2 15 2 16 2 10 1 1 12 2 1 8 37 8 18 1 32 11 8 13 22 20 21 11 9 4 2 5 32 10 5 9 7 33 2 11 1 2 14 1 1 3 6 2 1 5 3 5 3 1 3 3 2 2 2 23 14 2 3 11 10 1 1 10 4 (Adapted from Wagner and Loy, 2002; Narihiro et al., 2009) ! 6! 2.2 Sulfur Cycle Bacteria The role of microorganisms is crucial in the global cycle of various elements such as sulfur, nitrogen, carbon and phosphorus. In the sulfur cycle, sulfate reducing bacteria (SRB) and sulfide oxidizing bacteria (SOB) in particular, are extremely important from the domestic, industrial and environmental perspectives. Their activities under carefully controlled conditions could resolve and improve some processing and environmental problems. For example, the contribution of SRB together with the SOB in the treatment of acid mine drainage can overcome the severe environmental problem occurred in the mining industry (Tang et al., 2009). The first study of the sulfur cycle microbes was initiated at the end of the 19th century by the famous microbiologist Winogradsky and Beijerinck (Lens et al., 2002). To date, there were many studies done on sulfur cycle microbes under different conditions, such as in wastewater treatment reactors, soil, oil and mining, hypersaline and hydrothermal fields, which were summarized in Table 2.2. The studies were mostly doing isolation, quantification, characterization and investigation on the phylogenetic relationships of the microbes in general. However, the knowledge on the sulfur cycle microbes, in terms of the mechanism, physiology as well as the interactions among themselves and other microbial communities and also with the environment, is still inadequate and not fully known. ! 7! Table 2.2 Summary of several studies on sulfur cycle microbes under different conditions. Sulfur Cycle Microbial Study Purpose Analysis Method Brief Outcome Reference Activated sludge, anaerobic digesters, wastewater biofilms and water treatment plants Isolation and characterization of an organism which is capable of both facultatively autotrophic and facultatively anaerobic growth Isolation, physiological and biochemical analyses • The new isolate is significantly different compared to 2 similar species, Thiobacillus A2 and Paracoccus denitrificans. • Generic name of Thiosphaera was given in view of its ability to oxidize reduced sulfur compounds and because it is a chain-forming coccus rather than a rod. • Species name pantotropha was given in recognition of its wide range of possible substrates. Robertson and Kuenen, 1983 Elucidation of phylogenetic relationships of strain THI 011T and related bacteria, and comparison of the physiological characteristics of these organisms Physiological and biochemical analyses, HPLC and 16S rRNA gene sequence analysis Paracoccus thiocyanatus sp. nov., a new species of thiocyanate-utilizing facultative chemolithotroph isolated from activated sludge was proposed. Katayama et al., 1995 Investigation of phylogenetic relationships of filamentous sulfur bacteria, Thiothrix spp. and Eikelboom type 021N bacteria, isolated from wastewater treatment plants Isolation and 16S rRNA gene sequence analysis It is proposed that Eikelboom type 021N bacteria should be accommodated within the genus Thiothrix as a new species, Thiothrix eikelboomii sp. nov., and 3 further new Thiothrix species were described, Thiothrix unzii sp. nov., Thiothrix fructosivorans sp. nov. and Thiothrix defluvii sp. nov. Howarth et al., 1999 ! ! ! 8! Table 2.2 (Continued).! Sulfur Cycle Microbial Study Crop lands, orchards and garden soil Purpose Analysis Method Brief Outcome Reference Isolation and partial characterization and in situ detection of a novel aerobic chemolithoautotrophic sulfuroxidizing bacterium inhabiting wastewater biofilms Isolation, physiological analysis, FISH analysis and 16S rRNA gene sequence analysis Strain SO07 was one of the important sulfur-oxidizing populations involved in the sulfur cycle occurring in the wastewater biofilm and was primarily responsible for the oxidation of hydrogen sulfide and elemental sulfur to sulfate under oxic conditions. Ito et al., 2004 Identification of microorganisms present in the scum layer of the settler compartment of UASB reactors and evaluate their role in biological oxidation of sulfides Isolation, cultivation, microscopic analysis and chemical analysis • Microbes similar to Beggiatoa sp., Thiotrix sp. and species of cyanobacteria were identified, and most of them shown to be capable of carrying out sulfur oxidation. • Biological oxidation of sulfide tests using scum and cultures of the cyanobacteria Phormidium and Pseudoanabaena showed a significant decrease in sulfide concentrations, suggesting that the microbes present in the scum layer can play a role in the minimization of odor emissions. Garcia et al., 2012 Elucidation of thiosulfateoxidizing bacteria from an Italian rice field soil Restriction fragment length polymorphism (RFLP) and sequencing 7 phylogenetic groups within the α- and β-subclass of Proteobacteria were isolated: Graff and Stubner, 2003 • Xanthobacter sp. and Bosea sp. related strains (already described as sulfur-oxidizers in rice field soil) • Mesorhizobium loti, Hydrogenophaga sp., Delftia sp., Pandoraea sp. and Achromobacter sp. related strains (represented new sulfur-oxidizers in rice field soil) ! 9! Table 2.2 (Continued).! Sulfur Cycle Microbial Study Petroleum and mining industries ! Purpose Analysis Method Brief Outcome Reference Diversity study of sulfur chemolithotrophs of αProteobacteria from Indian soils Isolation, physiological and biochemical analyses, and 16S rRNA gene sequence analysis 5 facultative sulfur chemolithotrophs were isolated: Deb et al., 2004 Isolation and characterization of chemolithotrophic strains from temperate orchard soil in India Isolation, physiological and biochemical analyses, and 16S rRNA gene sequence analysis Tetrathiobacter kashmirensis gen. nov., sp. nov., a novel mesophilic, neutrophilic, tetrathionate-oxidizing, facultatively chemolithotrophic β-Proteobacteria was isolated from soil and proposed. Ghosh et al., 2005 Selectively enumerate and determine the relative abundances of planktonic nitrate-reducing bacteria (NRB) and SRB in some western Canadian oil field waters Chemical analysis, and bacterial enumeration and MPN culture analyses • Microbial numbers in the produced waters near or at the wellheads very low but increased in the aboveground facilities. • No thiosulfate-oxidizing NRB were detected in the oil field waters but other types of NRB were detected. • Each of the oil fields contained NRB, which might be stimulated by nitrate amendment to control sulfide production by SRB. Eckford and Fedorack, 2002 Sulfate and heavy metals removal by SRB in a benchscale upflow anaerobic packed bed reactor Chemical analysis SRB activity increased the water pH from ~4.5 to 7.0, and enhanced the removal of sulfate and metals. Jong and Parry, 2003 • • • • Paracoccus versutus related strains (2 strains) Paracoccus alcaliphilus related strain Pseudaminobacter salicylatoxidans related strain Unclassified chemolithoautotrophic arsenite oxidizing strain 10! Table 2.2 (Continued).! Sulfur Cycle Microbial Study Hypersaline and/or hyperalkaline ! Purpose Analysis Method Brief Outcome Reference Quantification of acid mine drainage microbial communities and understanding the importance of SRB in attenuating acid mine drainage Chemical analysis, microorganisms quantification by sybr green I direct count and CARD-FISH, and scanning electron microscopy (SEM) analysis • Members of sulfate-reducing genera Syntrophobacter, Desulfosporosinus and Desulfurella were dominant in sediment with pH 4.2-6.0, reducing redox potential -210 mV to 50 mV and a lower metals and iron solubility. • Suggesting that the attenuation of acid mine drainage characteristics is biologically driven by sulfate reducers and the consequent precipitation of metals and iron as sulfides. Sánchez-Andrea et al., 2012 Thiocyanate utilization study by microbes under highly alkaline conditions Isolation, physiological and biochemical analyses, electron microscopy and 16S rRNA gene sequence analysis • Active thiocyanate biodegradation may occur under highly alkaline conditions. • Thiocyanate can be used by heterotrophic and autotrophic alkaliphilic bacteria either as a nitrogen source or as an electron donor and energy source. Sorokin et al., 2001 Phototrophic community study found in Lake Khilganta, an alkaline saline lake Physicochemical analysis, bacteria enumeration and electron microscopy • Cyanobacteria is abundant in upper zone. • Purple bacteria is developed in lower zones. • Ectothiorhodospira sp. are dominant among the anoxyphotobacteria and predominantly develops when pH increased to 10.4. • Purple bacteria of genera Allochromatium, Thiocapsa and Rhodovulum are also present. • Main role in sulfide oxidation belongs to phototrophic anoxyphotobacteria and cyanobacteria. Kompantseva et al., 2005 11! Table 2.2 (Continued).! Sulfur Cycle Microbial Study Metal-rich marine geothermal fields, craters of volcanoes, volcanic hot springs, solfataras, subseafloor habitats and hydrothermal vent fields Purpose Analysis Method Brief Outcome Reference Diversity analysis of halophilic SOB inhabiting various types of hypersaline environment Isolation, physiological and biochemical analyses, electron microscopy and 16S rRNA gene sequence analysis • Unexpectedly high culturable diversity of chemolithoautotrophic SOB in hypersaline habitats, ranging from moderate to extreme halophiles and including aerobic, facultatively anaerobic and thiocyanate-utilizing phenotypes. • Halophilic SOB found belong to 6 different phylotypes within the γ-proteobacteria, 4 of which were not previously known. Sorokin et al., 2006 Describing a group of halotolerant marine metalmobilizing rod-shaped thiobacilli Isolation, physiological and biochemical analyses, light and electron microscopy, and DNADNA hybridization Thiobacillus prosperus sp. nov., a new species of halotolerant metal-mobilizing bacterium isolated from a marine geothermal field was proposed. Huber and Stetter, 1989 Bacterial diversity analysis in subseafloor fluids from a diffuse flow hydrothermal vent shortly after volcanic eruption created the site in 1998, 1999 and 2000 Geochemical analysis and 16S rRNA gene sequence analysis • Bacterial diversity is high in diffuse fluids, and that it changes with the post-eruptive evolution of vent fluid chemistry and temperature. • Species richness increase with time within the εproteobacteria, the dominant phylotype found to be unique to the subseafloor environment. Huber et al., 2003 ! ! ! 12! Table 2.2 (Continued).! Sulfur Cycle Microbial Study ! Purpose Analysis Method Brief Outcome Reference Enzymatic and genetic characterization of carbon and energy metabolisms by deepsea hydrothermal chemolithoautotrophic isolates of ε-proteobacteria Isolation, enzyme assays, radioisotope labeling, zymogram, PCR amplification and sequencing of genes for rTCA, Calvin-Benson and soluble hydrogenase • ε-proteobacteria use rTCA cycle for carbon assimilation. • Sulfur-oxidizing ε-proteobacteria showed enzyme activity of a potential sulfite: acceptor oxidoreductase for a direct oxidation pathway to sulfate but no activity of AMPdependent adenosine 5’-phosphate sulfate reductase for indirect oxidation pathway. • No thiosulfate-oxidizing enzymes activity detected. Takai et al., 2005 Elucidation of genetic and biochemical aspects of εproteobacterial energy metabolism, and understanding the ecophysiological roles of these bacteria Isolation, physiological and biochemical analyses, electron microscopy, fatty acid analysis, DNA-DNA hybridization and 16S rRNA gene sequence analysis Sulfurimonas paralvinellae sp. nov., a novel mesophilic, hydrogen- and sulfur-oxidizing chemolithoautotroph within the ε-proteobacteria isolated from a deep-sea hydrothermal vent polychaete nest was proposed. Takai et al., 2006 Isolation, characterization and ecological analysis of coldactive, chemolithotrophic, SOB from perennially icecovered Lake Fryxell Water analysis, microscopy, MPN analysis and SSU rRNA gene sequence analysis • Isolated 3 strains SOB resembling Thiobacillus thioparus. • Psychrotolerant Antarctic isolates showed an adaptation to cold temperatures, thus should be active in the nearly freezing waters of the lake. • Sulfur-oxidizing chemolithotroph population peaks precisely at the oxycline, although viable cells exist well into the anoxic, sulfidic waters of the lake. • SOB described likely play a key role in biogeochemical cycling of carbon and sulfur in Lake Fryxell. Sattley and Madigan, 2006 13! Table 2.2 (Continued).! Sulfur Cycle Microbial Study ! Purpose Analysis Method Brief Outcome Reference Determination of biogeochemical processes and key organisms relevant for primary production in surface sediments of an ultramafic hydrothermal vent field Biochemical analysis, CARD-FISH and 16S rRNA gene sequence analysis In conductively heated surface sediments microbial sulfur cycling is the driving force for bacterial biomass production although ultramafic-hosted systems are characterized by fluids with high levels of dissolved methane and hydrogen. Schauer et al., 2011 Clarification of sulfur cyclerelated microbial community structures, as well as microbial linkages with the cycles of other elements such as carbon and nitrogen in hydrothermal chimneys on the Southwest Indian Ridge Physicochemical analyses, pyrosequencing of metagenomes and bioinformatics analyses • Few dominant bacteria, particularly sulfate-reducing δproteobacteria, participated in the microbial sulfur cycle. • Contained highly abundant genes related to sulfur oxidation and reduction. • Several carbon metabolic pathways, in particular the Clavin-Benson-Bassham pathway and the reductive tricarboxylic acid cycles for CO2 fixation, were identified in sulfur-oxidizing autotrophic bacteria. • Highly abundant genes related to the oxidation of shortchain alkanes were grouped with SRB, suggesting an important role for short-chain alkanes in sulfur cycle. • SOB were associated with enrichment for genes involved in the denitrification pathway, while SRB displayed enrichment for genes responsible for hydrogen utilization. Cao et al., 2014 14! Generally, there are various states of oxidation of sulfur in the sulfur cycle. These three oxidation states are the most significant in nature which is (i) -2 (sulfide and reduced organic sulfur) (ii) 0 (elemental sulfur), and (iii) +6 (sulfate). These states can be transformed both chemically and biologically. Furthermore, the sulfur cycle is closely related to other element cycles such as carbon and nitrogen cycles (Muyzer and Stams, 2008). As shown in Fig. 2.2, sulfur cycle consists of reduction and oxidation reaction. In reduction reaction, sulfate act as an electron acceptor which is used by a wide range of microorganisms and is converted to sulfide. As for the oxidation reaction, reduced sulfur compounds such as sulfide act as an electron donor used by phototrophic and chemolithothropic bacteria and is converted to elemental sulfur or sulfate (Robertson and Kuenen, 2006; Tang et al., 2009). Fig. 2.2 Schematic representation of the main sulfur cycle process. (Meulepas et al., 2010) ! 15! 2.2.1 Sulfate-reducing bacteria (SRB) A direct anaerobic reduction of sulfate, elemental sulfur and thiosulfate to sulfide is done by SRB. Besides that, sulfide can also be produced by anaerobic microorganisms through breakdown of proteins to amino acids and further degradation of amino acids to sulfide. SRB comprise a diverse obligate anaerobes group. This group grows in the anoxic environments with the presence of organic materials and sulfate where the organic compounds or hydrogen is used as electron donor by SRB in sulfate reduction to sulfide. Mostly, the electron donor and the carbon source are the same compound, but when an electron donor used is H2, CO2 or organic compounds such as acetate is needed as the carbon source (Postgate, 1984; Tang et al., 2009). To date, more than 220 species of 60 genera of SRB were known. The largest group of SRB (more than 25 genera) is Deltaproteobacteria (such as order Desulfobacterales, Desulfovibrionales and Syntrophobacterales), followed by Firmicutes (such as genera Desufotomaculum, Desulfosporomusa and Desulfosporosinus), Nitrospira (such as genus Thermodesulfovibrio) and two phyla represented by Thermodesulfobacteria and Thermodesulfobium (Barton and Fauque, 2009). Besides that, Archaeoglobus spp. of phylum Euryarchaeota is the sulfatereducer group of the domain archaea (Woese et al., 1990). Currently, SRB can be divided into two main groups, with regard to the metabolic function, which are complete oxidizers and incomplete oxidizers. Complete oxidizers are acetate oxidizers which are capable to oxidize the organic compound to carbon dioxide. Incomplete oxidizers are non-acetate oxidizers which oxidize the organic compound incompletely to acetate and CO2 (Muyzer and Stams, 2008). Table ! 16! 2.3 shows some of the bacterial and also archaeal species that belong to these two groups. The other group of obligate anaerobes, sulfur-reducing bacteria, which can reduce sulfur to sulfide but unable to reduce sulfate to sulfide consist of genera such as Desulfuromonas, Desulfurella, Sulfurospirrilium and Campylobacter (Tang et al., 2009). Table 2.3 Summary of some complete oxidizers and incomplete oxidizers SRB and archaea (Tang et al., 2009). Complete Oxidizers Incomplete Oxidizers (Acetate oxidizers) (Non-acetate oxidizers) Desulfobacter Desulfovibrio Desulfobacterium Desulfomicrobium Desulfococcus Desulfobotulus Desulfonema Desulfofustis Desulfosarcina Desulfotomaculum Desulfoarculus Desulfomonile Desulfoacinum Desulfobacula Desulforhabdus Archaeoglobus Desulfomonile Desulfobulbus Desulfotomaculum acetoxidans Desulforhopalus Desulfotomaculum sapomandens Thermodesulfobacterium Desulfovibrio baarsii ! 17! Electron donors Recently, many studies have done and extended the number of electron donors. More than one hundred compounds are potential electron donors for SRB including sugars such as fructose and glucose, amino acids such as glycine, serine and alanine, monocarboxylic acids such as formate, acetate, propionate, butyrate, lactate and pyruvate, dicarboxylic acids such as fumarate, succinate and malate, alcohols such as methanol, ethanol, 1-propanol, 2-propanol and 1-butanol, and aromatic compounds such as benzoate and phenol (Rabus et al., 2006; Barton and Fauque, 2009). Electron acceptors Most species of SRB can utilize thiosulfate and sulfite as electron acceptors besides sulfate. Some studies reported that some SRB species belonging to Desulfohalobium, Desulfofustis, Desulforomusa and Desulfospirs are to grow with elemental sulfur (Rabus et al., 2006). Some SRB species can also utilize organosulfonates as electron acceptors (Lie et al., 1996; Laue et al., 1997). According to Tang et al. (2009), some SRB species also utilized other non sulfur-containing electron acceptors such as nitrate and nitrite (Mitchell et al., 1986; Moura et al., 1997), ferric iron (Lovley et al., 1993; Bale et al., 1997), arsenate, chromate and uranium (Newman et al., 1997; Macy et al., 2000; Lovley and Phillips, 1994). ! 18! Environmental conditions SRB can also thrive in a range of different environmental conditions where they can be found in many natural and engineered environments with the presence of sulfate (Muyzer and Stams, 2008). They have been found in environments with extreme pH values. Willow and Cohen (2003) reported that SRB grow in the environments with pH values in the range 5-9. Furthermore, according to Neculita et al. (2007), pH values outside the range 5-9 usually results in reduced activity. In anaerobic reactor, the sulfate reducers grow optimally at pH values in the range 6.98.5 and tolerated pH values as high as 10 (Visser et al., 1996; Tang et al., 2009). SRB comprise both mesophilic and thermophilic strains. Their growth and sulfate reduction kinetics being affected significantly by temperature (Stetter et al., 1993; van Houten et al., 1997; Weijma et al., 2000). SRB are mostly living independently. However, some of them are present in consortia with other microbes such as methanotrophic archaea or together with SOB (Muyzer and Stams, 2008). The characteristics of SRB mentioned above were summarized in Table 2.4. 2.2.2 Sulfur-oxidizing bacteria (SOB) The biological removal of sulfide can be divided into two ways which are direct and indirect ways. In direct way, photoautotrophic or chemolithotrophic SOB use sulfide as an electron donor and converted it to sulfur or sulfate. Photoautotrophic SOB use CO2 as the terminal electron acceptor. Chemolithotrophic SOB use O2 (for aerobic species) or nitrate and nitrite (for anaerobic species) as the terminal electron ! 19! acceptors. In indirect way, the reduced sulfur compound oxidation is performed chemically by ferric iron as the oxidizing agent and the ferric iron is regenerated by iron oxidizing bacteria for further use (Pagella and De Faveri, 2000; Tang et al., 2009). Photoautotrophic oxidation of sulfide is an anaerobic process performed by green sulfur bacteria such as Chlorobium, and purple sulfur bacteria such as Allochromatium by utilizing H2S as an electron donor for CO2 reduction in a photosynthetic reaction. Most of the purple sulfur bacteria store the produced elemental sulfur as globules within the cell and further oxidation of sulfur results in formation and release of sulfate from the cells (Madigan and Martinko, 2006; Tang et al., 2009). Purple sulfur bacteria comprise several genera such as Chromatium, Thioalkalicoccus, Thiorhodococcus, Thiospirillum, Thiodictyon and Thiocapsa, Thiopedia. The Thiocystis, genera Thiococcus, Ectothiorhodospira, Thiorhodospira and Halorhodospira are of special interest because the sulfur produced resides outside the cell (Madigan and Martinko, 2006). Additionally, lithoautotrophic growth in the absence of light has been reported for some of the purple bacteria such as Allochromatium vinosum and Thiocapsa roseopersicina (Friedrich et al., 2001). Green sulfur bacteria comprise genera such as Chlorobium, Prosthecochloris, Pelodictyon, Ancalochloris and Chloroherpeton, which use H2S as an electron donor to oxidize it first to elemental sulfur and then to sulfate. The sulfur produced by these bacteria resides outside the cell. Green sulfur bacteria are able to grow and function at low light intensities because of the presence of the chlorosomes (Madigan and Martinko, 2006). Chemolithotrophic SOB, which are also known as colorless sulfur bacteria, are diverse in term of morphological, physiological and ecological properties. They ! 20! are able to grow chemolithotrophically on reduced inorganic sulfur compounds such as sulfide, sulfur and thiosulfate. In some cases, they are able to grow on organic sulfur compounds such as methanethiol, dimethylsulfide and dimethyldisulfide (Robertson and Kuenen, 2006; Madigan and Martinko, 2006). Sulfide oxidation involves the transfer of six electrons from sulfide to the cell electron transport system and then to the terminal electron acceptor, which is primarily oxygen as many of the species are aerobic, to produce sulfite. Nonetheless, some species can grow anaerobically using nitrate and nitrite as the terminal electron acceptor. There are two pathways for the oxidation of sulfite to sulfate. In the first pathway, the electrons from sulfite are transferred directly to cytochrome c by sulfite oxidase with concomitant formation of adenosine triphosphate (ATP) as a result of electron transport and proton motive force. The second pathway is a reversal of adenosine phosphosulfate reductase activity where one high energy phosphate bond is produced by converting adenosine monophosphate (AMP) to adenosine diphosphate (ADP). When thiosulfate is used as electron donor, it is split into elemental sulfur and sulfite which then oxidized to sulfate (Madigan and Martinko, 2006; Tang et al., 2009). The colorless sulfur bacteria comprise many genera such as Thiobacillus, Acidithiobacillus, Achromatium, Beggiatoa, Thiothrix, Thioplaca, Thiomicrospira, Thiosphaera and Thermothrix to name a few (Tang et al., 2009). Electron donors The colorless sulfide-oxidizers are categorized into four groups, in term of energy and carbon source, as stated below (Tang et al., 2009): ! 21! (i) Obligate chemolithotrophs which need an inorganic source for energy and use CO2 as carbon source. The species belong to this category are some species of Thiobacillus, at least one species of Sulfolobus and all of the known species of Thiomicrospira. (ii) Facultative chemolithotrophs which can grow either (a) chemolithoautotrophically with CO2 and an inorganic energy source, (b) heterotrophically with complex organic compounds as carbon and energy source, or (c) mixotrophically using both pathways simultaneously. The species belong to this category are Thiobacilli, Thiosphaera pantotropha, Paracoccus denitrificans and some species of Beggiatoa. (iii) Chemolithoheterotrophs which are characterized by the ability to generate energy from reduced sulfur compounds oxidation while being unable to fix CO2. The species belong to this category are a few species of Thiobacillus and some species of Beggiatoa. (iv) Chemoorganoheterotrophs which oxidize reduced sulfur compounds without deriving energy from them. This reaction is used as a means for detoxifying the metabolically produced hydrogen peroxide. The species belong to this category are such as Thiobacterium, Thiothrix and some species of Beggiatoa. Electron acceptors Generally, oxygen is used as a universal electron acceptor by the colorless sulfide-oxidizers, but the degree of aerobiosis varies among species. During sulfur ! 22! compounds oxidation, the electrons produced are transferred to dissolved oxygen and O2 is reduced to H2O. Under anaerobic conditions, various colorless sulfur-oxidizers grow differently and the use of nitrate or nitrite as terminal electron acceptors are one of the best known pathways. Sulfide oxidation under denitrifying conditions could lead to formation of sulfur, sulfate and nitrite or nitrogen. The use of ferric iron and molybdate as electron acceptor has been reported under microaerobic conditions (Tang et al., 2009). Environmental conditions As mentioned by Tang et al. (2009), colorless sulfur-oxidizers are diverse as far as the growth pH and temperature are concerned. There are studies reported that these bacteria grow at pH values in the range 1-9 and temperatures ranging from 4 to 90°C. The optimal pH varies among the species of SOB and the outcome of competition for common substrate in the mixed cultures is dictated mainly by pH. The characteristics of SOB mentioned above were summarized in Table 2.4. ! 23! Table 2.4 Summary of characteristics of SRB and SOB. Characteristic SRB Electron donor • • • • • • Sugars e.g. fructose & glucose Amino acids e.g. glycine, serine & alanine Monocarboxylic acids e.g. formate, acetate, propionate, butyrate, lactate & pyruvate Dicarboxylic acids e.g. fumarate, succinate & malate Alcohols e.g. methanol, ethanol, 1-propanol, 2-propanol & 1-butanol Aromatic compounds e.g. benzoate & phenol • • • • • • • • Hydrogen sulfide Sulfide Elemental sulfur Thiosulfate Sulfite Ferrous iron Hydrogen Carbon monoxide Sulfate Thiosulfate Sulfite Elemental sulfur Organosulfonates Nitrate Nitrite Ferric iron Arsenate Chromate Uranium • • • • • Oxygen Nitrate Nitrite Ferric iron Molybdate Electron acceptor • • • • • • • • • • • Environmental condition • pH values in range 5-10 • Mesophilic and thermophilic ! SOB • pH values in range 1-9 • Temperature ranging from 4 to 90°C 24! 2.3 Anaerobic Sulfide/Sulfur Oxidation Anaerobic sulfide/sulfur oxidation, as mentioned earlier, can occur under two reactions either photoautotrophic or chemolithotrophic sulfide/sulfate oxidation reaction. Under photoautotrophic oxidation of sulfide/sulfate, the bacteria utilize H2S as an electron donor for CO2 reduction in a photosynthetic reaction referred to as the van Niel reaction as shown below (Madigan and Martinko, 2006; Tang et al., 2009): Light 2H2S + CO2 2S0 + CH2O + H2O, ∆G0 = 75.36 kJ mol-1 (1) Under chemolithotrophic sulfide/sulfate oxidation, the bacteria use nitrate or nitrite as terminal electron acceptors. Oxidation of sulfide under denitrifying conditions could lead to formation of sulfur, sulfate and nitrite or nitrogen based on the following reactions below (Cardoso et al., 2006): S2- + 1.6NO3– + 1.6H+ SO42- + 0.8N2 + 0.8H2O, ∆G0 = -743.9 kJ/reaction S2- + 0.4NO3– + 2.4H+ (2) S0 + 0.2N2 + 1.2H2O, ∆G0 = -191.0 kJ/reaction S2- + 4NO3– SO42- + 4NO2–, ∆G0 = -501.4 kJ/reaction ! (3) (4) 25! S2- + NO3– + 2H+ S0 + NO2– + H2O, ∆G0 = -130.4 kJ/reaction (5) Sulfide conversion to sulfate coupled to complete denitrification (Eq. (2)) consumes four times more nitrate when compared with conversion to sulfur (Eq. (3)). Under complete sulfide oxidation to sulfate, complete denitrification to nitrogen (Eq. (2)) decreases the amount of required nitrate by a factor of 2.5 when compared with incomplete denitrification to nitrite (Eq. (4)) (Cardoso et al., 2006; Tang et al., 2009). Sulfur and thiosulfate oxidation under denitrification can be described by the following reactions below: S0 + 1.2NO3– + 0.4H2O SO42- + 0.6N2 + 0.8H+, ∆G0 = -547.6 kJ/reaction S2O32- + 1.6NO3– + 0.2H2O ∆G0 = -765.7 kJ/reaction (6) 2SO42- + 0.8N2 + 0.4H+, (7) Besides that, bacterial disproportionation of partially oxidized sulfur compounds such as elemental sulfur, thiosulfate and sulfite is also quantitatively important and ecologically relevant process in the sulfur cycle (Bak and Cypionka, 1987; Cypionka et al., 1998; Poser et al., 2013). The sulfur compounds serve simultaneously as both electron donors and electron acceptors, and transformed into oxidized and reduced species during the disproportionation process (Poser et al., 2013). Under standard conditions, the disproportionation of elemental sulfur to sulfate and sulfide is an endergonic process (Eq. (8)), whereas disproportionation of ! 26! thiosulfate or sulfite to sulfate and sulfide (Eq. (9) and (10)) or to sulfur and sulfate (Eq. (11) and (12)) is an exergonic process (Bak and Cypionka, 1987). 4S0 + 4H2O 2SO42- + 3HS- + 5H+, ∆G0 = 10.2 kJ mol-1 (per sulfur) S2O32- + H2O SO42- + HS- + H+, ∆G0 = -21.9 kJ mol-1 4SO32- + H+ (9) 3SO42- + HS-, ∆G0 = -58.9 kJ mol-1 (per sulfite) 3S2O32- + 2H+ (11) S0 + 2SO42- + H2O, ∆G0 = -62.3 kJ mol-1 (per sulfite) 2.4 (10) 4S0 + 2SO42- + H2O, ∆G0 = -35.5 kJ mol-1 (per thiosulfate) 3SO32- + 2H+ (8) (12) Bioelectrochemical Reactor (BER) Bioelectrochemical reactors (BERs) are widely used nowadays in research as a platform for studying fundamental microbial interaction and have real application on fields like wastewater treatment, energy production and storage as well as resources production recycling and recovery. The most practically applied is in wastewater treatment such as domestic, industrial and agricultural wastewater. ! 27! Although laboratory experiments have shown BER can work, implementing the fullscale of bioelectrochemical wastewater treatment is still insufficient and inefficient because certain microbiological, technological and economic challenges need to be resolved which have not been encountered previously in other wastewater treatment system (Rozendal et al., 2008). According to Rozendal et al. (2008) again, more studies are required with real wastewaters which will help to develop strategies for improving the degradation of complex materials and controlling the microbial reactions occurring in the system. Furthermore, new designs are also required to minimize potential losses and optimize performance for full-scale BERs. Importantly, the capital costs of BERs have to be reduced so that the field of large-scale wastewater treatment can be targeted. BER technology, biological research in particular, is changing very quickly and it could be two to five years before first generation technologies are available commercially. Furthermore, nothing controversial with this technology has been identified to this point and commercial uptake is expected to be driven by cost and reliability (European Commission, 2013). BER mechanisms BER is an electrochemical system in which electrochemically active microorganisms catalyse the anode and/or the cathode reaction (Rozendal et al., 2008). BERs have been used for culturing organisms, influencing metabolite production and biotransformation of a wide array of compounds (Thrash and Coates, 2008). As shown in Fig. 2.3, there are two routes of stimulation in a BER where in one route is the cathodic reduction of either a mediator or part of the bacterial electron ! 28! transport chain which serves as the energy source for the bacteria. The bacteria transfer the electrons to terminal reductases via their electron transport chain, which then reduce an oxidized substrate, for example, a contaminant such as nitrate or uranium. In other route, the BER system provides a continuous supply of a suitable electron acceptor either through direct anodic oxidation of a terminal reductase or through indirect anodic oxidation of a soluble mediator that is used by the microorganism as a suitable electron acceptor to oxidize various reduced substrates such as ammonia or ferrous iron (Thrash and Coates, 2008). Fig. 2.3 Schematic diagram of electrical stimulation of microorganisms. (Thrash and Coates, 2008) ! 29! The main objective of BER is the electron transfer between a microorganism and a working electrode. The electron transfer between a working electrode and a bacterial cell can occur in three ways, either directly at the electrode surface, indirectly mediated by a soluble electron shuttling agent or by the electrolysis of water (Fig. 2.4). Direct electron transfer at the electrode surface have been demonstrated by Gregory et al. (2004) with the direct cathodic transfer of electrons to a bacterial cell. The pure cultures of Geobacter metallireducens and G. sulfurreducens were directly utilizing the electrons from the surface of graphite electrodes for reducing nitrate and fumarate, respectively. For indirectly mediated by a soluble electron shuttling agent, the microorganisms can selectively oxidize or reduce the electroactive substrates such as quinones, phenazines and humic substances, without consuming them and leave them free for recycling at an electrode, which means that the electrons are shuttled between microbes and electrodes. 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Towards a natural system of organisms: Proposal for the domains Archaea, Bacteria, and Eucarya. Proceedings of the National Academy of Sciences of the United States of America, 87: 4576-4579. ! 40! CHAPTER 3 REPRODUCTION OF ANAEROBIC SULFUR OXIDATION REACTION BY USING POTENTIAL CONTROL DEVICE AND ANALYSIS OF MICROBIAL COMMUNITIES INVOLVED IN THE REACTION Abstract A phenomenon where sulfide is oxidized to sulfate without the presence of electron acceptors was observed in the up-flow anaerobic sludge blanket (UASB) reactor used for treatment of municipal sewage. In the previous study, the anaerobic oxidation of sulfur (AOS) is known to occur in relatively high oxidation-reduction potential (ORP) under anaerobic condition and low temperature environment. However, the information and knowledge regarding this phenomenon is still limited. Therefore, this study aimed to culture the sludge in the UASB reactor under low temperature by controlling the ORP to reproduce the AOS. Additionally, the microbial community structure in the sludge, before and after culture, was investigated to estimate the microbial communities involved in the reaction. A two chamber-type potential control device operated at 15℃ was used in this study with the working electrode potential electrochemically regulated to 200 mV using potentiostat. Stirring condition and presence of methane production inhibitor were also monitored when AOS is reproduced. As a result, the sulfate concentration in the medium increased in the ORP control system but decreased in the non-ORP control system. In the stirring system, the sulfate concentration decreased in the early stage but later the sulfur oxidized. There were no significant changes in the sulfate concentration of the 2-bromo ! 41! ethanesulfonic acid system which was added with methane production inhibitors. These results showed that by controlling the ORP, the occurrence of AOS and the microbial community structure was able to confirm. The cloning analysis result for the ORP control system where sulfur oxidation occurred shows that Desulfovibrionaceae and Syntrophobacteraceae belong to the phylum Proteobacteria had a higher proportion. Therefore, it can be presumed that these microbial communities also probably involved in the AOS. 3.1 Introduction Nowadays, anaerobic treatment technology has turned into a popular treatment technology for a various types of industrial and municipal wastewater. Up-flow anaerobic sludge blanket (UASB) reactor has becoming one of the most widest application due to its advantages of low cost, energy saving and low sludge production (Lettinga et al., 1980). In our series of municipal sewage treatment studies, a UASB reactor with sulfur-redox reaction under low-temperature conditions was used (Takahashi et al., 2011). In the UASB reactor, an interesting phenomenon had occurred where sulfide is oxidized to sulfate without the presence of electron acceptors. As the need for more detail observation, bioelectrochemical reactors (BERs) were used to regenerate the anaerobic oxidation of sulfur (AOS) by controlling the oxidation-reduction potential (ORP). Currently, research using BERs are growing vastly. BERs have been applied for water treatment, energy production and storage, resources production recycling and recovery studies (Logan and Regan, 2006; Rozendal et al., 2008). The BERs flexibleness offers almost infinite range of solutions for metabolic stimulation and downstream application. (Thrash and Coates, ! 42! 2008). Therefore, the aim of this study was to investigate the probable main factors that caused this reaction to occur by controlling the ORP and other parameters. Additionally, the microbial community structures in the UASB and BERs were also been monitored to check the probability of these microbes contribution in this reaction. 3.2 Materials and Methods Feed material Anaerobic granular sludge in the UASB reactor with total volume of 1178 L, column diameter of 0.56 m, reactor height of 4.7 m, located at the municipal sewage treatment plant in Nagaoka, Niigata, Japan was used as a seed sludge. This UASB is supplied with sewage that is stored in a temporary tank of 2 m3 capacity and the hydraulic retention time (HRT) was set to 6 h. The UASB is operated around 9-28 ℃ with no pH adjustment and chemical inputs such as SS flocculant. In this experiment, the sludge taken from the second port (total 11 ports) which is located 0.50 m from the bottom of the UASB was used. BERs Four sets of BER were utilized in this study. Each BER was assembled with two glass chambers (350 mL capacity) with glass tubing and a pinch-clump assembly, and was separated into two units by a proton exchange membrane (Nafion membrane, 0.125 mm thick) (Fig. 3.1). A carbon electrode (100×10×5 mm) served as the supporting material in each unit, and in order to control the potential of the working electrode, an Ag/AgCl reference electrode was inserted into the working unit. Each ! 43! electrode was connected to a potentiostat (PS-08, Tohogiken, Japan). The potential of the working electrode was maintained at 200 mV (vs. Ag/AgCl) in each BER. All voltages reported in this paper are with respect to the Ag/AgCl reference electrode (type: saturated KCl). The working volume in each unit was 350 mL. The medium used in the counter electrode unit was 300 mL of 100 mM NaCl. Potentiostat RE WE PEM CE Fig. 3.1 Schematic diagram of BER. RE, reference electrode; WE, working electrode; CE, counter electrode; PEM, proton exchange membrane. ! 44! BER operation The synthetic medium composition used in the BER culture chamber was as follow: KH2PO4, 140 mg/L; NH4Cl, 540 mg/L; MgSO4 · 7H2O, 307 mg/L (40 mg-S/L); CaCl2 · 2H2O, 150 mg/L; NaHCO3, 4200 mg/L; Trace Element (FeCl2 · 4H2O, 199 mg/L; CoCl2, 130 mg/L; MnCl2 · 4H2O, 198 mg/L; ZnCl2, 136 mg/L; H3Bo, 36.2 mg/L; NiCl2, 13 mg/L; AlCl3, 13.3 mg/L; Na2MoO4 · 2H2O2, 4.2 mg/L; CuCl2 · 2H2O, 17 mg/L), 1 ml/L; Se/W (Na2SeO3, 1.7 mg/L, Na2WO4 · H2O, 3.3 mg/L), 1 ml/L. The pH of the medium was adjusted to about 6.8-7.3. 80 mg-S/L of sodium sulfate and 2 mM of anthraquinone-2,6-disulfonate (AQDS) was added in the medium as a substrate and electron mediator, respectively. The UASB sludge was centrifuged and the supernatant was discarded. Then, the sludge was washed with phosphate buffered saline (PBS). This centrifugation and washing step was repeated for a couple of time. 18-20 g of remained sludge was taken and added into the culture chamber. After that, the chamber was purged with nitrogen gas and sealed to maintain the anaerobic condition in the chamber. The electrodes were then connected to the potentiostat placed in each chamber and placed the culture device (the whole chamber units) in the incubator where the light is blocked. The initial temperature of the operation was set at 15°C. In this experiment, one standard system and three control systems were operated. The standard system is a reference system where the ORP is controlled. Meanwhile, the three control systems were: i) non-ORP control system, to observe the state of reaction due to the diffusion, ii) stirring system, to monitor the impact of the stirring parameter, and iii) BES (2-bromo ethanedisulfonic acid) system, to investigate the effect of this methanogenic inhibitor towards the reproduction of sulfur oxidation reaction. Final concentration of 5 mM of BES was added to the system. ! 45! High performance liquid chromatography (HPLC) analysis Approximately 2 ml of samples from each systems were collected and filtered through 0.2 µm membrane filter (Advantec) into a tube. The filtered samples were then subjected to HPLC for sulfate concentration measurement. 16S rRNA gene clone library and phylogenetic analysis Genomic DNA was isolated from the sludge sample and subjected to PCR amplification of 16S rRNA gene using Premix Ex Taq Kit (Takara Bio, Shiga, Japan). A set of bacteria-specific primer, EUB338f and 907r, was used for PCR amplification. The PCR products were purified and then cloned using TOPO PCR cloning kit (Invitrogen, Carlsbad, CA, USA) according to the manufacturer’s protocol. The positive clones were selected and sent to Dragon Genomics Center (TAKARA BIO, Yokkaichi, Japan) for sequencing. The raw sequencing data of the 16S rRNA gene were analyzed for possible chimeras using the Bellerophon program (http://compbio.anu.edu.au/bellerophon/bellerophon.pl). The sequences with 97% similarity were then grouped into operational taxonomic units (OTUs) using FastGroup II program (http://biome.sdsu.edu/fastgroup/index.htm). Representative sequences were phylogenetically classified using the Classifier tool from the Ribosomal Database Project (RDP) (http://rdp.cme.msu.edu/) and the ARB program. Terminal-restriction fragment length polymorphism (T-RFLP) analysis PCR was performed by using fluorescently labeled 907r and non-labeled EUB338f primers. HhaI and TaqI were selected to digest the PCR products of bacteria and archaea 16S rRNA gene purified with QIAquick PCR purification kit (Qiagen, Hilden, Germany), respectively and were run through capillary sequencer. ! 46! Multidimensional scanning (MDS) analysis The T-RFLP profile patterns were analyzed by multidimensional scaling (MDS) analysis. The presence and absence of T-RFLP peaks and their intensity over all profiles were recorded in a binary matrix by using the Bray-Curtis coefficient, which was then analyzed with the program SPSS 9.0 J for Windows (SPSS Japan) using a stress value of <0.1. The MDS map showed most similar communities are grouped closer together. 3.3 Results and Discussion The regeneration of AOS reaction in the BERs had been confirmed by measuring the sulfate concentrations in the medium. The sulfate concentrations were compared between the ORP control system, non-ORP control system, stirring system and BES system. As shown in Fig. 3.2, the sulfate concentration in the ORP control system increased after 13 days of operation which shows that AOS reaction was occurred. However, the sulfate concentration in the non-ORP control system decreased where 20.1 mg/L of sulfate had reduced. This shows that sulfur reduction had occurred, not AOS. This is probably due to the nitrogen purging inside the chamber which caused the ORP to decrease and thus the AOS did not occur. With these results, it can be concluded that by controlling the ORP, AOS occurred. For stirring system, initially the sulfate concentration decreased which shows that sulfur reduction had occurred. However, the AOS reaction had occurred in the latter part of the operation where the sulfate concentration suddenly increased. This is probably because when stirring, the entire sulfate is equally scattered in the medium and consumed by the sulfur reducing bacteria which cause the reduction of sulfur to ! 47! occur. However, a lot of sulfide is produced during this reaction and latter being consumed by sulfur oxidizing bacteria which then caused the sulfur oxidation to happen. Therefore, it can be presumed that the stirring effect can be related to the AOS reaction. Meanwhile, in the BES system where BES was added to inhibit the methanogenic activity, there were no changes in the sulfate concentration observed during the whole period of the operation. This shows that the inhibition of the methanogenic activity gave negative effect on the production of the AOS reaction. In addition, there is a high possibility of the coexistence of sulfur oxidizing bacteria and Sulfate conc. (mg-S/L) methane-producing bacteria in producing AOS reaction. ORP control system Non-ORP control system Stirring system BES system Time (day) Fig. 3.2 Sulfate concentration measured in the BERs. ! ! ! 48! In addition to the analyses, the microbial community structures in the UASB reactor and BERs were characterized and identified through microbial 16S rRNA gene analyses. The microbial 16S rRNA gene analyses conducted were cloning and T-RFLP. For the cloning analysis, the samples analyzed were seed sludge directly took from the UASB reactor and cultured samples from the ORP control system chamber where the AOS reaction occurred in both units. In addition, cultured samples from the non-ORP control system chamber where the AOS reaction did not occur was also analyzed to compare the microbial community structures between the AOS reaction occurred and non-occurred units. From the 16S rRNA cloning analysis shown in Table 3.1, a diversity of bacteria species was present in the UASB reactor and BERs. Phylum Proteobacteria, Bacteroidetes and Caldiserica were the major bacterial groups observed in all reactors. δ-Proteobacteria under phylum Proteobacteria was found to be the most abundant group of bacteria with more than 90% of total clones in all samples whereas phylum Bacteroidetes was the major bacteria group found in seed sludge (Sample 1) and non-ORP control system (Sample 2) samples. The major clones of phylum Bacteroidetes were most belongs to Bacteroidia class. Bacteroidia class bacteria presents in the gastrointestinal system of mammals which allows it to be abundant in the feces (Krieg et al., 2010). Thus, the presence of these bacteria in the UASB sludge, which is a treated municipal sewage, is common. Meanwhile, phylum Caldiserica, which was also abundant in all samples, is a bacterium that is observed with the reduction of sulfur compounds such as thiosulfate, sulfite and elemental sulfur (Mori et al., 2009). In ORP control system sample (Sample 3), where AOS reaction occurred, δ-Proteobacteria, WCHB1-03, Spirochaetes and OP8_1 were slightly increased which seems these bacteria were probably contribute to the AOS reaction occurrence. However, it cannot be confirmed ! 49! yet. As we look more into the δ-Proteobacteria class of phylum Proteobacteria which was the most abundant group of bacteria as shown in Table 3.2, all the bacteria family are sulfur reducing bacteria groups (Garrity et al., 2005) except for Syntrophorhabdaceae which decompose aromatic compounds (Qiu et al., 2008) and Geobacteraceae, an iron reducing bacteria (Holmes et al., 2007). In seed sludge sample, Syntrophaceae and Syntrophobacteraceae family were the major groups identified with 60% of total clones. Meanwhile, in non-ORP control system sample, Desulfobulbaceae and Desulfomicrobiaceae family were the major groups identified in the sample. In ORP-control system sample where the AOS reaction occurred, all the mentioned bacteria groups were extremely decreased except for Syntrophobacteraceae and Desulfovibrionaceae family which were significantly increased with 80% of total clones identified in the sample. However, Syntrophobacteraceae and Desulfovibrionaceae family are known as sulfur reducing bacteria (Garrity et al., 2005) and there are no studies mentioned that these bacteria are sulfur-oxidizing bacteria and related to the AOS reaction. ! 50! Table 3.1 Overview of phylogenetic affiliations and number of bacteria clones obtained from the BER chamber samples where AOS reaction occurred. Sample 1, seed sludge sample; Sample 2, non-ORP control system sample; Sample 3, ORP control system sample. ! 51! Table 3.2 Phylogenetic affiliations and number of bacteria clones in each family specifically for class δ-Proteobacteria obtained from the BER chamber samples where AOS reaction occurred. No of clones (% of total clones) Bacte ria Others Total -Proteobacteria Sample1 Sample2 Sample3 8 (26.7) 6 (18.2) 15 (41.7) 2 (6.7) - 1 (2.8) 10 (33.3) 4 (12.1) 2 (5.6) 3 (10.0) - - 3 (10.0) 4 (12.1) 15 (41.7) 1 (3.3) 10 (30.3) - 3 (10.0) 8 (24.2) 2 (5.6) - 1 (3.0) - - - 1 (2.8) 30 (100) 33 (100) 36 (100) Sample 1, seed sludge sample; Sample 2, non-ORP control system sample; Sample 3, ORP control system sample. The T-RFLP analysis results presented in Fig. 3.3 revealed that the major TRFs were 60, 164, 194, 197, 231, 345 and 592 base pair (bp). Peak 197 bp is the dominant peak in all samples. In seed sludge sample, all peaks were low except 197 bp peak. Peak 164 bp in non-ORP control system sample was a bit high compared to seed sludge sample whereas the rest had no changes. Thus, the microbial communities of both samples are similar. Meanwhile, in ORP control system sample, 60 and 194 bp peaks were higher compared to the other samples. Hence, these two peaks, which probably represent two different or same species, may have contributed in the AOS reaction as this reaction occurred in the ORP control system. As mentioned earlier, both stirring system and ORP control system had AOS reaction occurred. However, compared to the ORP control system sample, peak 60 and 164 bp decreased ! 52! meanwhile peak 231 bp increased. From this result, it seems that the microbial community structures in both systems were different and thus it can be believed that the microbial community structure may change by stirring process. The T-RFLP profile from BES added system shows a similar pattern with the ORP control system profile even though the AOS reaction did not occur in the BES added system. This indicates that the addition of BES in the sample had no impact towards the bacterial community presence in the sample even though the amount of BES added was enough for complete suppression of methanogenic activity. Hence, methane producing archaea activity may be important for the occurrence of AOS reaction. Fluorescence intensity (-) 197 60 60 60 164 164 0 231 197 231 60 164 60 194 197 164 231 100 592 (a) 345 592 (b) 345 592 (c) 592 (d) 592 (e) 197 194 197 164 231 194 345 200 345 345 300 400 500 600 700 T-RFs size (bp) Fig. 3.3 T-RFLP profiles of bacterial 16S rRNA gene from different BER with HhaI digestion. (a) Seed sludge sample, (b) Non-ORP control system sample, (c) ORP control system sample, (d) Stirring system sample, (e) BES added system sample. ! 53! 2.0 Sample4 1.0 Demension2 Sample2 0.0 Sample3 Sample5 -1.0 Sample1 -2.0 -2.0 -1.0 0.0 1.0 2.0 Demension1 Fig. 3.4 MDS plot of the T-RFLP data from each BER chambers. Sample 1, seed sludge sample; Sample 2, non-ORP control system sample; Sample 3, ORP control system sample; Sample 4, stirring system sample; Sample 5, BES added system sample. The two-dimensional plot of MDS scores for the T-RFLP profiles of bacteria in the UASB reactor and BERs were shown in Fig. 3.4. The ratios of the peak height of the T-RF detected were statistically calculated in order to determine the differences in the microbial community structure in each BER. Most notably, the MDS analysis showed that the samples were well separated between non-ORP control group (Sample 1 and Sample 2) and ORP control group (Sample 3, Sample 4 and Sample 5). Sample 1 (seed sludge) and Sample 2 (non-ORP control system), which were located in the positive region of Dimension 1, were seems to be the closest in distance compared to the other samples as both samples were not controlled by ORP. ! 54! However, there is a bit distance between them due to the microbial community differences as there was AOS reaction occurred in Sample 1 but not in Sample 2 which is consistent with the results of controlling the ORP and other parameters mentioned earlier. On the other hand, Sample 4 (stirring system) was located a bit far from the clustered samples (Sample 3 and Sample 5). This shows that there is a bit differences in the microbial community structure due to the influence of the stirring cultivation process. The proximity distance of Sample 3 (ORP control system) and Sample 5 (BES system) indicates that they are closely related and proved that the addition of BES in the sample did not affect the bacterial community structure of the sample. 3.4 Conclusion In this study, the BERs was successfully operated and confirmed that AOS reaction occurred by controlling the ORP. The microbial community structures present in the reactors were also successfully identified where Syntrophobacteraceae and Desulfovibrionaceae family were the most abundant bacteria groups found in the AOS reaction sample. In addtition, methanogenic activity may be important for the occurrence of AOS reaction. However, more analyses are still needed for further characterization and identification of the microbial community structures in the AOS reaction sample. This is to have a better confirmation on which microbes that really contribute to the AOS reaction occurrence. ! 55! References Garrity, G.M., Brenner, D.J., Krieg, N.R. and Staley, J.T. (eds.) (2005). Bergey's Manual of Systematic Bacteriology, Volume Two: The Proteobacteria, Part C: The Alpha-, Beta-, Delta-, and Epsilonproteobacteria. New York, New York: Springer. ISBN 978-0-387-24145-6. Holmes, D.E., O’Neil, R.A., Vrionis, H.A., N’Guessan, L.A., Ortiz-Bernad, I., Larrahondo, M.J., Adams, L.A., Ward, J.A., Nicoll, J.S., Nevin, K.P., Chavan, M.A., Johnson, J.P., Long, P.E. and Lovley, D.R. (2007). Subsurface clade of Geobacteraceae that predominates in a diversity of Fe (III)-reducing subsurface environments. The ISME Journal, 1: 663-677. Krieg, N.R., Ludwig, W., Whitman, W.B., Hedlund, B.P., Paster, B.J., Staley, J.T., Ward, N., Brown, D. and Parte, A. (Eds.) (2010). Bergey's Manual of Systematic Bacteriology, Volume 4: The Bacteroidetes, Spirochaetes, Tenericutes (Mollicutes), Dictyoglomi, Acidobacteria, Gemmatimonadetes, Fibrobacteres, Lentisphaerae, Fusobacteria, Verrucomicrobia, Chlamydiae, and Planctomycetes. New York, New York: Springer. ISBN 9780-387-68572-4. Lettinga, G., van Velsen, A.F.M., Hobma, S.W., de Zeeuw, W. and Klapwijk, A. (1980). Use of the upflow sludge blanket (USB) reactor concept for biological wastewater treatment, especially for anaerobic treatment. Biotechnology and Bioengineering, 22: 699–734. Logan, B.E. and Regan, J.M. (2006). Electricity-producing bacteria communities in microbial fuel cells. Trends in Microbiology, 14: 512-518. ! 56! Mori, K., Yamaguchi, K., Sakiyama, Y., Urabe, T. and Suzuki, K. (2009). Caldisericum exile gen. nov., an anaerobic, thermophilic, filamentous bacterium of a novel bacterial phylum, Caldiserica phyl. nov., originally called the candidate phylum OP5, and description of Caldisericaceae fam. nov., Caldisericales ord. nov. and Caldisericia classis nov. International Journal of Systematic and Evolutionary Microbiology, 59: 2894-2898. Qiu, Y-L., Hanada, S., Ohashi, A., Harada, H., Kamagata, Y. and Sekiguchi, Y. (2008). Syntrophorhabdus aromaticivorans gen. nov., sp. nov., the First Cultured Anaerobe Capable of Degrading Phenol to Acetate in Obligate Syntrophic Associations with a Hydrogenotrophic Methanogen. Applied and Environmental Microbiology, 74: 2051-2058. Rozendal, R.A., Hamelers, H.V.M., Rabaey, K., Keller, J. and Buisman, C.J.N. (2008). Towards practical implementation of bioelectrochemical wastewater treatment. Trends in Biotechnology, 26: 450-459. Takahashi, M., Yamaguchi, T., Kuramoto, Y., Nagano, A., Shimozaki, S., Sumino, H., Araki, N., Yamazaki, S., Kawakami, S. and Harada, H. (2011). Performance of a pilot-scale sewage treatment: An up-flow anaerobic sludge blanket (UASB) and a down-flow hanging sponge (DHS) reactors combined system by sulfur-redox reaction process under low-temperature conditions. Bioresource Technology, 102: 753-757. Thrash, J.C. and Coates, J.D. (2008). Review: Direct and Indirect Electrical Stimulation of Microbial Metabolism. Environmental Science & Technology, 42: 3921-3931. ! 57! CHAPTER 4 MOLECULAR CHARACTERIZATION OF ANAEROBIC SULFUROXIDIZING MICROBIAL COMMUNITIES IN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE Abstract A novel wastewater treatment system consisting of an up-flow anaerobic sludge blanket (UASB) reactor and a down-flow hanging sponge (DHS) reactor with sulfurredox reaction was developed for treatment of municipal sewage under lowtemperature conditions. In the UASB reactor, a novel phenomenon of anaerobic sulfur oxidation occurred in the absence of oxygen, nitrite and nitrate as electron acceptors. The microorganisms involved in anaerobic sulfur oxidation have not been elucidated. Therefore, in this study, we studied the microbial communities existing in the UASB reactor that probably enhanced anaerobic sulfur oxidation. Sludge samples collected from the UASB reactor before and after sulfur oxidation were used for cloning and terminal restriction fragment length polymorphism (T-RFLP) analysis of the 16S rRNA genes of the bacterial and archaeal domains. The microbial community structures of bacteria and archaea indicated that the genus Smithella and uncultured bacteria within the phylum Caldiserica were the dominant bacteria groups. Methanosaeta spp. was the dominant group of the domain archaea. The T-RFLP analysis, which was consistent with the cloning results, also yielded characteristic fingerprints for bacterial communities, whereas the archaeal community structure yielded stable microbial community. From these results, it can be presumed that these ! 58! major bacteria groups, genus Smithella and uncultured bacteria within the phylum Caldiserica, probably play an important role in sulfur oxidation in UASB reactors. 4.1 Introduction Up-flow anaerobic sludge blanket (UASB) technology has been widely used for sewage treatment especially in warm regions because of its high treatment efficiency and cost efficacy (Sato et al., 2007). However, the efficiency of the anaerobic methanogenic process tends to decrease at low temperature because of the suspension methanogenic activity (Uemura and Harada, 2000; Yamaguchi et al., 2006). Thus, an aerobic post-treatment system, which has also been reported to achieve high chemical oxygen demand (COD) removal at short hydraulic retention time (HRT) and has proven to be an effective method for various types of wastewater treatment (Chan et al., 2009), is necessary. In these series of studies for treatment of municipal sewage under low-temperature conditions, a wastewater treatment system consisting of a UASB and down-flow hanging sponge (DHS) reactor with a sulfur-redox reaction was developed. Previous studies showed that the sulfur-redox UASB-DHS system is applicable for low-strength wastewater treatment under low-temperature conditions such as below 10ºC with over 90% biochemical oxygen demand (BOD) removal (Yamaguchi et al., 2006; Takahashi et al., 2011a). In these series of wastewater treatment studies, an interesting phenomenon occurred in the UASB reactor tank where anaerobic sulfur oxidation reaction was initiated without the presence of electron acceptors such as oxygen, nitrate, nitrite and oxidized-irons. It was presumed that this sulfur oxidation reaction was mediated biologically by the microorganisms that actuate the reaction. Sulfur-oxidizing ! 59! microbes catalyze a central step in the global sulfur cycle (Loy et al., 2009). These microbes share the ability to oxidize reduced sulfur compounds such as sulfide, elemental sulfur, polythionates and thiosulfate to sulfate as a final oxidation product (Tang et al., 2009). Many studies have evaluated the characteristics of the sulfuroxidizing microbial community (Dunn et al., 1999; Kletzin, 2008; Shao et al., 2010). However, information regarding sulfur oxidation under anaerobic conditions and the actual diversity and distribution pattern of the microorganisms is still inadequate. In contrast to well-characterized laboratory-cultured microorganisms, the microorganisms in the reactor could have unknown behavior or contain novel or notyet-cultured species (Overmann and van Gemerden, 2000). Therefore, the aim of this study was to analyze and identify the bacteria and archaea groups that contribute to the contrasting performance and microbial community characteristics during anaerobic sulfur oxidation by molecular analysis of the 16S rRNA gene. 4.2 Materials and Methods Reactor operation, sample collection and water quality analysis A 1,178 L UASB reactor with a height of 4.7 m was set up at the municipal sewage treatment plant in Nagaoka, Niigata, Japan without an open settling compartment where no light enters (Fig. 4.1). The system was fed with raw sewage that was supplemented with 150 mg-S/L sodium sulfate. The system was operated at ambient temperature and the HRT was set to 8 h. The sludge samples were collected from each port of the UASB reactor on day 91, before sodium sulfate was added, and on days 111, 167 and 335, after the addition of sodium sulfate. The collected samples were then kept in a container containing ice during delivery to the laboratory and ! 60! stored at -20°C for microbial analysis. The temperature, pH, oxidation-reduction potential (ORP) and dissolved oxygen (DO) were measured on site by portable devices. Sulfate was analyzed using high-performance liquid chromatography (HPLC) (Shimadzu LC 20-ADsp) equipped with a Shin-pack IC-A3 column after filtration using 0.2 µm membrane filter. The mobile phase used consist of 3.2 mM bis-tris, 8 mM p-hydroxybenzoic acid and 50 mM boric acid at a flow rate of 1.0 ml/min. Sodium sulfate was used as standard. The COD was analyzed using a HACH water quality analyzer (HACH DR2500). Sulfide concentration was measured by iodometric titration method based on standard methods published by the Japan Sewage Works Association (1997). Fig. 4.1 Schematic diagram of the UASB reactor. ! 61! DNA extraction, polymerase chain reaction (PCR), cloning and sequencing Genomic DNA was isolated from approximately 500 mg of sludge sample using a FastDNA® SPIN Kit for Soil (MP Biomedicals, LLC, USA) according to the manufacturer’s protocol. The DNA concentration was determined by using a NanoDrop® Spectrophotometer ND-1000 (Thermo Fisher Scientific, USA). PCR amplification of the 16S rRNA gene from extracted DNA was conducted using Premix Ex Taq Kit (Takara Bio, Shiga, Japan). A set of bacteria-specific primers, EUB338f and UNIV1500r, and a set of archaea-specific primers, ARC109f and Univ1500r, were used for PCR amplification. Amplification of the 16S rRNA gene was performed in a final volume of 20 µl containing 20 ng of extracted DNA under the following conditions: initial denaturation step of 94°C for 2 min, followed by 35 cycles of denaturation at 94°C for 30 s, annealing at 50°C for 1 min, and extension at 72°C for 1 min. The final cycle was followed by final extension at 72°C for 4 min. The PCR products were purified according to the protocol provided in the QIAquick PCR purification kit (Qiagen, Hilden, Germany) and then cloned using a TOPO PCR cloning kit (Invitrogen, Carlsbad, CA, USA) according to the manufacturer’s protocol. The positive clones were selected and sent to Dragon Genomics Center (Takara Bio, Yokkaichi, Japan) for sequencing. The raw sequencing data of the 16S rRNA gene were analyzed for possible chimerism using the Bellerophon program (http://comp-bio.anu.edu.au/bellerophon/bellerophon.pl). Sequences with 97% similarity were then grouped into operational taxonomic units (OTUs) using the FastGroup II program (http://biome.sdsu.edu/fastgroup/index.htm) and classified using the Classifier tool from the Ribosomal Database Project (RDP) (http://rdp.cme.msu.edu/). ! 62! Phylogenetic analysis Phylogenetic analyses were conducted using the 16S rRNA gene sequence. The 16S rRNA gene sequences were aligned with an ARB data set using ARB software and the resulting alignment was re-corrected manually considering primary and secondary structures. A phylogenetic tree was constructed using the neighborjoining method and a bootstrap analysis of 1,000 replicate data sets was conducted using the ARB software for tree topology confidence estimation. Terminal-restriction fragment length polymorphism (T-RFLP) analysis PCR was performed by using fluorescently labeled primers 907r and ARC912r for bacteria and archaea, respectively. HaeIII and HhaI were selected to digest the PCR products of bacteria, whereas TaqI was selected to digest the PCR products of archaea 16S rRNA gene purified with the QIAquick PCR purification kit (Qiagen, Hilden, Germany). The digested PCR products were then run through a CEG-2000XL capillary sequencer (Beckman Coulter, Fullerton, CA) as described previously by Hatamoto et al. (2007). In silico T-RF prediction was performed using TRiFLe as described by Junier et al. (2008) and the predicted T-RFs were correlated with the cloning results. 4.3 Results and Discussion Reactor performance Over one year of operation, the COD, BOD, sulfate and sulfide concentration of the process performance were recorded (Fig. 4.2). The average total COD concentration of the UASB effluent was 162.4 mg/L with a removal rate of 48.1%. ! 63! The total BOD concentration of the UASB effluent was 67.4 mg/L with a 57.2% removal rate. This reactor performance is common in UASB reactors treating domestic sewage under ambient conditions (Takahashi et al., 2011a; Sumino et al., 2007). Before addition of sodium sulfate, the average UASB influent sulfate concentration was 7 mg-S/L and the effluent sulfide concentration was 29 mg-S/L. Sodium sulfate was added to the influent sewage for the reproduction of the anaerobic sulfur oxidation reaction because based on our previous analysis, anaerobic sulfur oxidation had occurred when approximately 40-150 mg-S/L sodium sulfate was added (Sumino et al., 2003). After addition of sodium sulfate, the average UASB influent sulfate concentration was 54 mg-S/L and the effluent sulfide concentration was 29 mg-S/L. The occurrence of the sulfur oxidation reaction in the UASB reactor can be determined through the changes in the sulfate and sulfide concentrations during the operation. Our results (Fig. 4.2) suggest that the sewage temperature affect the concentrations of sulfate and sulfide in the UASB reactor. The level of oxidized sulfur as indicated by the increase in sulfate concentration was inversely proportional to the temperature after addition of sodium sulfate, where sulfide was oxidized to sulfate during the cold season (average of 13.1°C) but was not oxidized during the hot season (average of 23.3°C). This finding is supported by the sulfate and sulfide concentrations in the UASB reactor on days 91, 111, 167 and 335 (Fig. 4.3). Over the 91 days of operation, which was before the addition of sodium sulfate, the temperature was 23.2°C and sulfur oxidation did not occur. On day 111, which was 13 days after sodium sulfate addition, the temperature slightly decreased to 18.7°C but sulfur oxidation still did not occur, which indicates that the microbial community had not changed. Sulfur oxidation occurred after 167 days of operation where the temperature dropped gradually and ! 64! sulfate concentration increased, which means the microbial community had changed. However, the sulfur oxidation stopped after day 335 when the temperature started to increase (23.4°C). When sulfur oxidation occurred, the ORP was always less than -300 mV, and the DO, nitrate and nitrite were not detected, which shows that anaerobic conditions were maintained. Additionally, lower sewage temperature seems to be important for the occurrence of the anaerobic sulfur oxidation reaction. Fig. 4.2 COD, sulfate and sulfide concentrations in the UASB reactor. ! 65! Fig. 4.3 UASB profiles of sulfide and sulfate concentrations along the reactor height. Table 4.1 Phylogenetic affiliation and numbers of bacterial 16S rRNA gene clones in the UASB sludge. ! 66! Table 4.2 Phylogenetic affiliation and numbers of archaeal 16S rRNA gene clones in the UASB sludge. Phylogenetic analysis of bacterial and archaeal microbial communities The microbial community present in the UASB reactor was successfully characterized through microbial 16S rRNA gene analyses. Samples from days 91, 111 and 167 were used for cloning analysis to monitor changes in microbial community structure between sulfur oxidation and non-sulfur oxidation conditions. The 16S rRNA cloning analysis results shown in Table 4.1 and 4.2 indicate that bacteria and archaea species were present in the reactor. Among the bacteria species, the major bacterial groups in the UASB reactor were phylum Proteobacteria comprising an average of 39% of the total clones, followed by the phyla Firmicutes (18%), Bacteroidetes (16%) and Caldiserica (12%). The acetate-utilizing methanogen Methanosaeta spp. was the dominant group of the domain archaea at all times. The microbial structure was almost the same as that of other UASB reactors treating sewage except for phylum Caldiserica (Takahashi et al., 2011b). However, at the genus level, genus Smithella of phylum Proteobacteria was the major bacterial group ! 67! observed in the UASB reactor comprising an average of 19% of the total clones, followed by uncultured bacteria of phylum Caldiserica (12%). Within phylum Proteobacteria, which was the most abundant group of bacteria, various genera were present and most of the bacteria are sulfur-reducing bacteria (SRB) including the most dominant phylotype, genus Smithella (Garrity et al., 2005). Mori et al. (2008, 2009) discovered a new bacteria strain that represented a new genus and novel species named Caldisericum exile within the phylum Caldiserica. This strain was previously known as uncultured phylum OP5 and obtained from anaerobic environments. Anaerobic growth of this bacterium was observed with the reduction of sulfur compounds such as thiosulfate, sulfite and elemental sulfur but without the presence of sulfate, fumarate, nitrate, nitrite and oxygen as electron acceptors. Furthermore, some of the OP5 clones were retrieved from relatively sulfurrich environments. Based on the description of Mori et al., the uncultured bacteria of phylum Caldiserica found in this study were not closely related and had low sequence similarity (the sequence similarity of the 16S rRNA gene was approximately 83%) to any other known bacteria in recognized phyla (shown in Fig. 4.4). Therefore, the uncultured bacteria of phylum Caldiserica present in this UASB reactor were probably involved in the sulfur cycle and may thus have participated in the sulfur oxidation and/or sulfate reduction reactions in the UASB reactor. ! 68! Fig. 4.4 Phylogenetic relationships of bacterial 16S rRNA gene sequences constructed using neighbor-joining method. The sequences determined in this study are shown in bold. Other dominant bacterial species were members of the genus Smithella but these phylotypes were phylogenetically related to S. propionica (the sequence similarity of the 16S rRNA gene was approximately 97%). S. propionica only grows in anaerobic conditions and is unable to use sulfate as an electron acceptor (Liu et al., 1999); it is also able to grow on propionate in syntrophic association with methanogens. S. propionica oxidizes propionate to acetate, carbon dioxide and hydrogen, particularly acetate. Under this condition where acetate is extensively produced, Methanosaeta spp., which have high affinity for acetate (Smith and Ingram-Smith, 2007), will present a higher growth rate and higher yield, as observed in this study. As mentioned above, most of the bacteria groups found in the UASB reactor were SRB and no signs of sulfur-oxidizing bacteria (SOB) were present. Previous ! 69! reports indicated that members of genera such as Acidianus (Friedrich, 1998), Bacillus (Aragno, 1992), Beggiatoa (Strohl, 1989), Paracoccus, Pseudomonas and Thiobacillus (Friedrich and Mitrenga, 1981) in aerobic conditions; Allochromatium (formerly known as Chromatium) (Imhoff, 1998), Chlorobium, Rhodobacter, Rhodopseudomonas and Rhodovulum (Brune, 1989) in anaerobic conditions; and the purple sulfur bacteria Thiocapsa roseopersicina (Kondratieva et al., 1976) and Allochromatium vinosum (Kämpf and Pfennig, 1986) in addition to the purple nonsulfur bacteria Rhodovulum sulfidophilum (Hiraishi and Umeda, 1994), Rhodocyclus genatinosus and Rhodopseudomonas acidophila (Kondratieva, 1989; Siefert and Pfennig, 1979) which grows in the dark, are frequently observed SOB (Friedrich et al., 2001). However, none of these bacteria groups existed in the UASB reactor during the entire operating period. Therefore, it is likely that the SRB present in the UASB reactor had another function as oxidizing bacteria in sulfur oxidation reaction in an unknown manner. One possibility of anaerobic sulfur oxidation is the reverse reaction of anaerobic oxidation of methane (AOM) with sulfate reduction reaction. Actually, AOM consortia could catalyze the reverse direction of AOM with sulfate (Holler et al., 2011). A consortium consisting of anaerobic methanotrophic (ANME) archaea and SRB mediates the AOM with sulfate (Knittel et al., 2005). In the UASB reactor, ANME-related archaea was not detected, however, methanogenic archaea and SRB were detected. Thus, the SRB present in the UASB reactor may play a key role in anaerobic sulfur oxidation reaction. Nevertheless, further research is needed to elucidate the phenomena. ! 70! Fig. 4.5 T-RFLP profile of bacterial (HaeIII and HhaI) and archaeal (TaqI) 16S rRNA gene from UASB sludge on different sampling days. A, Before sodium sulfate addition (Day 91); B, After sodium sulfate addition (Day 111); C, Sulfur oxidation occurrence (Day 167); D, Sulfur oxidation end (Day 335). ! 71! Succession of microbial community The T-RFLP profile presented in Fig. 4.5 confirms the trend detected in the clone libraries. The T-RFLP analysis of bacteria showed some changes before and after the addition of sulfate with characteristic fingerprints for bacterial communities obtained using both HaeIII and HhaI restriction enzymes (REs). The archaeal community structure demonstrated stable microbial community until the end of the oxidation process using TaqI RE where the predominant T-RF corresponds to Methanosaeta spp. HaeIII and HhaI were used for fingerprinting of bacterial communities because each RE has its own limitation in deriving certain terminal restriction fragment sizes that can be measured within a measurable size range (Engebretson and Moyer, 2003). As shown in Fig. 4.5, when using HaeIII, T-RF sizes lower than 50 bp, where the simulated peak determined by TRiFLe for uncultured bacteria of phylum Caldiserica (~33 bp) is located, could not be measured, whereas when using HhaI, T-RF sizes higher than 500 bp, where the simulated peak for Smithella (~561 bp) is located, could not be measured. The T-RFLP profiles showed consistent results with the cloning analysis where the major peaks observed corresponded to the genus Smithella (~185 bp) and uncultured bacteria of phylum Caldiserica (~197 bp) in the HaeIII and HhaI T-RF profiles, respectively. Several peaks showed changes in their profiles during the oxidation reaction. During the oxidation period, the height of some of the peaks in the HaeIII profile such as the peaks at 183 and 185 bp increased, and these peaks were identified as representing the genera Desulfarculus and Smithella, respectively. When the oxidation ended, some peaks such as those at 181 bp (representing genus Desulfovibrio) and 183 bp disappeared, and the height of some of the peaks such as the peaks at 71 bp (representing genus Bacteroides) and 185 bp decreased. In the ! 72! HhaI profile, the height of the peaks at 68, 163, 165 and 197 bp increased during the oxidation period but then decreased when the oxidation ended. These peaks represented the genera Desulfobulbus, Desulfitibacter and Desulfarculus, and uncultured bacteria of phylum Caldiserica, respectively. The peaks that disappeared or showed reduced magnitude when the oxidation ended thus probably represented the bacteria groups contributing to the sulfur oxidation reaction. 4.4 Conclusion In summary, these findings allowed us to identify the microbial community structures of the bacterial and archaeal groups present in the UASB reactor. The bacterial community presented high diversity, as determined by the 16S rRNA gene analysis, whereas the archaeal community had relatively low and simple diversity. It can therefore be concluded that (i) uncultured bacteria within the phylum Caldiserica and genus Smithella probably play an important role in sulfur oxidation, (ii) some SRB probably have a dual function and play a role in sulfur oxidation, and/or (iii) missing peaks and peaks with the decreased height during the non-oxidation condition probably represent bacteria involved in sulfur oxidation in the UASB reactor. However, further analyses are necessary for a deeper understanding of microbial diversity and its contribution to the anaerobic sulfur oxidation reaction in the UASB reactor. ! 73! References Aragno, M. (1992). Aerobic, chemolithoautotrophic, thermophilic bacteria. In Kristjansson, J.K. (ed.), Thermophilic Bacteria, CRC Press Inc., Boca Raton U.S.A.. p. 77-103. Brune, D.C. (1989). 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(ed.), Autotrophic bacteria, Springer, Berlin, and Science Tech Publishers, Madison, WI, p. 283-287. Liu, Y., Balkwill, D.L., Aldrich, H.C., Drake, G.R. and Boone, D.R. (1999). Characterization of the anaerobic propionate-degrading syntrophs Smithella propionica gen. nov., sp. nov. and Syntrophobacter wolinii. International Journal of Systematic Bacteriology, 49: 545-556. Loy, A., Duller, S., Baranyi, C., Mußmann, M., Ott, J., Sharon, I., Béjà, O., Paslier, D.L., Dahl, C. and Wagner, M. (2009). Reverse dissimilatory sulfite reductase as phylogenetic marker for a subgroup of sulfur-oxidizing prokaryotes. Environmental Microbiology, 11: 289-299. Mori, K., Sunamura, M., Yanagawa, K., Ishibashi, J.-i., Miyoshi, Y., Iino, T., Suzuki, K.-i. and Urabe, T. (2008). First cultivation and ecological investigation of a ! 76! bacterium affiliated with the candidate phylum OP5 in hot springs. Applied and Environmental Microbiology, 74: 6223-6229. Mori, K., Yamaguchi, K., Sakiyama, Y., Urabe, T. and Suzuki, K. (2009). Caldisericum exile gen. nov., an anaerobic, thermophilic, filamentous bacterium of a novel bacterial phylum, Caldiserica phyl. nov., originally called the candidate phylum OP5, and description of Caldisericaceae fam. nov., Caldisericales ord. nov. and Caldisericia classis nov. International Journal of Systematic and Evolutionary Microbiology, 59: 2894-2898. Overmann, J. and van Gemerden, H. (2000). Microbial interactions involving sulfur bacteria: implications for the ecology and evolution of bacterial communities. FEMS Microbiology Reviews, 24: 591-599. Sato, N., Okubo, T., Onodera, T., Lalit, K.A., Ohashi, A. and Harada, H. (2007). Economic evaluation of sewage treatment processes in India. Journal of Environmental Management, 84: 447-460. Shao, M.-F., Zhang, T. and Fang, H.H.-P. (2010). Sulfur-driven autotrophic denitrification: diversity, biochemistry, and engineering applications. Applied Microbiology and Biotechnology, 88: 1027-1042. Siefert, E. and Pfennig, N. (1979). Chemoautotrophic growth of Rhodopseudomonas species with hydrogen and chemotrophic utilization of methanol and formate. Archives of Microbiology, 122: 177-182. Smith, K.S. and Ingram-Smith, C. (2007). Methanosaeta, the forgotten methanogen? Trends in Microbiology, 15: 150-155. Strohl, W.R. (1989). Beggiatoales. In Stanley, J.T., Bryant, M.P., Pfennig, N. and Holt, J.G. (ed.), Bergey's Manual of Systematic Bacteriology, Volume Three, Williams & Wilkins, Baltimore, p 2089-2106. ! 77! Sumino, H., Takahashi, M., Yamaguchi, T., Abe, K., Araki, N., Yamazaki, S., Shimozaki, S., Nagano, A. and Nishio, N. (2007). Feasibility study of a pilotscale sewage treatment system combining an up-flow anaerobic sludge blanket (UASB) and an aerated fixed bed (AFB) reactor at ambient temperature. Bioresource Technology, 98: 177-182. Sumino, H., Yamaguchi, T., Tanikawa, D., Okazaki, Y., Araki, N., Kawakami, S., Yamazaki, S. and Harada, H. (2003). Sewage treatment by sulfur redox cycle action in a system consisting of a UASB pre-reactor and a aerobic postreactor. Environmental Engineering Research, 40: 431-440. (in Japanese) Takahashi, M., Ohya, A., Kawakami, S., Yoneyama, Y., Onodera, T., Syutsubo, K., Yamazaki, S., Araki, N., Ohashi, A., Harada, H. and Yamaguchi, T. (2011b). Evaluation of treatment characteristics and sludge properties in a UASB reactor treating municipal sewage at ambient temperature. International Journal of Environmental Research, 5: 821-826. Takahashi, M., Yamaguchi, T., Kuramoto, Y., Nagano, A., Shimozaki, S., Sumino, H., Araki, N., Yamazaki, S., Kawakami, S. and Harada, H. (2011a). Performance of a pilot-scale sewage treatment: An up-flow anaerobic sludge blanket (UASB) and a down-flow hanging sponge (DHS) reactors combined system by sulfur-redox reaction process under low temperature conditions. Bioresource Technology, 102: 753-757. Tang, K., Baskaran, V. and Nemati, M. (2009). Bacteria of the sulphur cycle: An overview of microbiology, biokinetics and their role in petroleum and mining industries. Biochemical Engineering Journal, 44: 73-94. Uemura, S. and Harada, H. (2000). Treatment of sewage by a UASB reactor under moderate to low temperature conditions. Bioresource Technology, 72: 275- ! 78! 282. Yamaguchi, T., Bungo, Y., Takahashi, M., Sumino, H., Nagano, A., Araki, N., Imai, T., Yamazaki, S. and Harada, H. (2006). Low strength wastewater treatment under low temperature conditions by a novel sulfur redox action process. Water Science and Technology, 53: 99–105. ! 79! CHAPTER 5 DIVERSITY PROFILE OF MICROBES ASSOCIATED WITH ANAEROBIC SULFUR OXIDATION IN AN UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR TREATING MUNICIPAL SEWAGE Abstract An analysis of the diversity of microbes involved in anaerobic sulfur oxidation in an upflow anaerobic sludge blanket (UASB) reactor used for treating municipal sewage under low-temperature conditions was conducted. Anaerobic sulfur oxidation occurred in the absence of oxygen, nitrite and nitrate as electron acceptors; yet, reactor performance parameters demonstrated that anaerobic conditions were maintained. In order to gain insights into the underlying basis of anaerobic sulfur oxidation, the microbial diversity exist in the UASB sludge were analyzed comprehensively to determine their identities and contribution to sulfur oxidation. The sludge samples were collected from the UASB reactor over a period of 2 years and used for bacterial 16S rRNA gene-based terminal restriction fragment length polymorphism (T-RFLP) and next-generation sequencing analyses. Both T-RFLP and sequencing results showed that microbial community patterns changed markedly from day 537 onwards. Bacteria belonging to the genus Desulforhabdus within the phylum Proteobacteria and uncultured bacteria within the phylum Fusobacteria were the major groups observed during the period of anaerobic sulfur oxidation. Their abundance was shown to correlate with temperature, suggesting that these bacterial groups are perhaps involved with anaerobic sulfur oxidation in UASB reactors. ! 80! 5.1 Introduction Microorganisms are diverse and complex life forms. They play varied roles in the cycles of elements such as sulfur, nitrogen, carbon and iron, and have an important environmental impact. In the sulfur cycle, sulfur-oxidizing and –reducing bacteria play various crucial roles in different anaerobic environments; they also represent a key element in biological wastewater treatment plants (Tang et al., 2009). Sulfur-oxidizing bacteria (SOB), in particular, are the main microorganisms contributing to the bioremediation of the sulfide-rich wastewater generated by many industries such as the petroleum, mining, textile dyeing, pulp and paper, food processing and sulfate-containing wastewater treatment industries, as well as by tanneries (Janssen et al., 1999; Tang et al., 2009). SOB also play a role in wastewater treatment that involves anaerobic sulfur oxidation in upflow anaerobic sludge blanket (UASB) reactors that are used for the treatment of municipal sewage (Ono et al., 2011). In general, SOB oxidize hydrogen sulfide, sulfur, sulfite, thiosulfate and polythionates such as tri-, tetra- and pentathionate to sulfate as the major oxidation product under acidic, neutral or alkaline environments (Rohwerder and Sand, 2007). Oxidation of these reduced sulfur compounds is mainly associated with the chemolithotrophic and photoautotrophic bacteria (Friedrich et al., 2005). Chemolithotrophic bacteria, which are also referred to as colorless sulfur bacteria, use oxygen or oxidized-iron under aerobic conditions or nitrate and nitrite under anaerobic conditions as the terminal electron acceptors. As with photoautotrophic bacteria, carbon dioxide is used as the terminal electron acceptor by green and purple sulfur bacteria under anaerobic conditions (Friedrich et al., 2001; Tang et al., 2009). ! 81! Many studies have reported the structures and activities of microbial communities present in the anaerobic bioreactors that are used for treating various types of wastewater under different parameters (Casserly and Erijman, 2003; Buzzini et al., 2006; Briones et al., 2009; Narihiro et al., 2009; Li et al., 2011; Khemkhao et al., 2012). However, the knowledge and understanding of the mechanism of anaerobic sulfur oxidation as well as the interactions between microbial communities and environmental components remains incomplete and undefined in some areas. There are significant differences in physiology among the many bacterial species albeit they share certain structural, genetic and metabolic characteristics. Therefore, in this study, an analysis of the abundance, distribution, characteristics and phylogenetic diversity of microorganisms exist in the UASB reactor over a period of 2 years was conducted to gain greater insights into microbial biodiversity and its role in anaerobic sulfur oxidation. This will also eventually help in supplementing novel and additional information to the present microbial biodiversity data. 5.2 Materials and Methods Reactor operation, sample collection and water quality analysis A closed settling compartment UASB reactor with a total volume of 1,178 L and a height of 4.7 m was operated at ambient temperature. The hydraulic retention time of the system was set to 8 h. Additional detail on the UASB reactor has been described in a previous report (Takahashi et al., 2011). The system was fed with raw sewage that was added with 150 mg-S/L sodium sulfate initially and after that maintained to 50 mg-S/L sodium sulfate throughout the operation. The system was set ! 82! up at the municipal sewage treatment plant in Nagaoka, Niigata, Japan. Before and after the addition of sodium sulfate, sludge samples were collected from port 5 of the UASB reactor, which is located 1.278 m from the bottom of the reactor, over a period of 2 years of operation and kept in a container containing ice during delivery to the laboratory. The collected samples were then immediately stored at -20°C until required for microbial analysis. Portable devices were used to measure the temperature and pH by using pH meter (TOA DKK HM-20P), oxidation-reduction potential (ORP) by using ORP meter (TOA DKK RM-20P) and dissolved oxygen (DO) by using DO meter (YSI 58-115V) on site. A high-performance liquid chromatography (HPLC) system (Shimadzu LC 20-ADsp) was used to analyze sulfate, nitrate and nitrite contents, whereas a HACH water quality analyzer (HACH DR2500) was used for chemical oxygen demand (COD) and iron analysis. Sulfide analysis was conducted according to the standard methods published by the Japan Sewage Works Association (1997) which was briefly described as follows: hydrogen sulfide gas, which was produced after the addition of sulfuric acid into the sample, was absorbed into the zinc acetate solution and produced zinc sulfide. Iodine solution and hydrochloric acid were then added into the solution containing zinc sulfide. Starch was also added into the solution as an indicator, which produced a color change from blue to transparent after titrated with sodium thiosulfate to measure the sulfide content. DNA extraction, polymerase chain reaction (PCR) and terminal-restriction fragment length polymorphism (T-RFLP) analysis Genomic DNA isolation from the sludge samples was performed using a FastDNA SPIN Kit for Soil (MP Biomedicals, LLC, Carlsbad, CA, USA) according ! 83! to the manufacturer’s protocol. The DNA concentration was determined using a NanoDrop Spectrophotometer ND-1000 (Thermo Fisher Scientific, Waltham, MA, USA). PCR was performed by using a set of bacteria-specific primers, EUB338f and fluorescently labeled primers 907r (Hatamoto et al., 2007a) under the following conditions: an initial denaturation step of 94°C for 2 min, followed by 35 cycles of denaturation at 94°C for 30 s, annealing at 50°C for 1 min, and extension at 72°C for 1 min. The final cycle was followed by final extension at 72°C for 4 min. HhaI restriction enzyme was used to digest the PCR products of bacteria 16S rRNA gene fragments that had been purified with a QIAquick PCR purification kit (Qiagen, Hilden, Germany) and were then analyzed through a CEG-2000XL capillary sequencer (Beckman Coulter, Fullerton, CA, USA) as described previously by Hatamoto et al. (2007b). The TRiFLe program was used to perform an in silico terminal restriction fragment (T-RF) prediction as described by Junier et al. (2008) and the predicted T-RFs were then correlated with the sequencing results. Next-generation sequencing and data analysis PCR amplification of 16S rRNA gene from extracted DNA for sequencing was carried out according to Caporaso et al. (2011) by using the universal primers 515F and 806R. Reactions were held at 94°C for 3 min as an initial denaturation step, with amplification proceeding for 35 cycles at 94°C for 45 s, 50°C for 60 s, and 72°C for 90 s. A final extension of 10 min at 72°C was added to ensure complete amplification. The PCR products were purified according to the protocol provided in the QIAquick PCR purification kit (Qiagen, Hilden, Germany) and were then analyzed through MiSeq sequencer (Illumina San Diego, CA, USA) targeting the V4 region of the bacterial 16S rRNA gene (Caporaso et al., 2011). ! 84! The sequencing data of the 16S rRNA gene were analyzed using Quantitative Insights Into Microbial Ecology (QIIME) software for microbial community analysis (Caporaso et al., 2010). The 100 base reads were cut with quality scores of two or more consecutive base calls below 1e-5. A minimum length of 75 bases was required for inclusion in the analysis and any reads that contained N character were discarded. The operational taxonomic unit (OTU) picking was performed by clustering the sequence at 97% identity using UCLUST (Edgar, 2010) and blast against the SILVA database (Quast et al., 2013). The BLAST matches were chosen based on the E-value (maximum value is 1e-10), the percent sequence identity of the alignment between a BLAST match and the read which must be greater than or equal to the OTU selection threshold (0.97 here, corresponding to species-like OTUs), and the match that achieves the longest alignment to the read. Chimeric sequences were identified with ChimeraSlayer (Haas et al., 2011). Alpha diversity was determined using the calculation of observed species, Chao1, Phylogenetic diversity (PD), Shannon index, Simpson index and sampling intensity (coverage) at each sampling depth. Weighted UniFrac, a quantitative measure of beta diversity, was used to perform principal coordinate analysis (PCoA) to determine the similarities between samples (Lozupone et al., 2007). Sequence data accession number The nucleotide sequence data was deposited to the DDBJ Sequence Read Archive under accession number DRA002293. ! 85! 5.3 Results and Discussion Performance of the UASB reactor As shown in Fig. 5.1, changes in sewage temperature influenced the concentrations of reduced sulfur (sulfide) and oxidized sulfur (sulfate) throughout the 2 years of operation of the reactor. After addition of sodium sulfate, the level of oxidized sulfur increased during low temperature periods but decreased during high temperature periods. This suggested that lower sewage temperature is essential for stimulating anaerobic sulfur oxidation reaction to be occurred. This can be further seen in the UASB profiles during anaerobic sulfur reduction and oxidation occurrence period shown in Fig. 5.2. The UASB profiles showed that during high temperature (Fig. 5.2A), a high sulfate concentration of the UASB influent decreased significantly at the bottom part of the reactor and from then a low sulfate concentration was observed until the top part of the reactor, whereas a low sulfide concentration increased significantly at the bottom part and maintained a high concentration until the top part of the reactor which indicates that anaerobic sulfur reduction reaction had occurred. During low temperature (Fig. 5.2B), a high sulfate concentration of the UASB influent was reduced to sulfide at the bottom part until the middle part of the reactor, but at the middle part of the reactor, the concentration of sulfide decreased whereas the sulfate concentration increased which indicates that anaerobic sulfur oxidation reaction had occurred. The average total BOD concentration of the UASB effluent was 85.1 mg/L with a removal rate of 46.7%, whereas the average total COD concentration of the UASB effluent was 176.4 mg/L with a 45.5% removal rate. The average pH and ORP during the operational period was 7.0 and -281 mV, respectively. The average total ! 86! iron (Fe), ferrous iron (Fe2+) and ferric iron (Fe3+) concentrations of the UASB influent were 0.6 mg/L, 0.4 mg/L and 0.2 mg/L, respectively. These iron concentration results were consistent with the facts that municipal wastewater typically contains metals in small amounts and the concentration level of particularly iron is typically 0.4-1.5 mg/L (Henze et al., 1997; Hvitved-Jacobsen, 2002; Nielsen et al., 2005). Fumarate, which is the salt and esters of fumaric acid, biodegrades faster in more polluted waters, thus it does not have a lasting effect in sewage and therefore, the measurement of fumarate concentration of the UASB influent was unnecessary (Howard, 1997). More details on the performance of the UASB reactor are shown in Table 5.1. From the data observed, the total BOD removal rate showed a significant reduction during low temperature periods which was consistent with the results reported by Singh and Viraraghavan (2003). Besides that, these data indicated a stable system and were typical for the operation of such a reactor maintained under anaerobic conditions, where no indications of DO, nitrate or nitrite were identified. This suggested that, contrary to earlier report (Ono et al., 2011), the sulfur oxidation reaction in this study occurred in the absence of any electron acceptors. ! 87! 30 50 20 25 10 0 Temperature ( ) Sulfur (mg-S/L) Sodium sulfate added 75 0 0 100 200 300 400 500 600 700 800 Time (days) Fig. 5.1 Time course of the reduced ( ) and oxidized ( ) sulfur concentration and influent sewage temperature (–) of the UASB reactor. Reduced and oxidized sulfur concentrations were calculated from the UASB profile results. Fig. 5.2 UASB profiles of sulfide and sulfate. A – non-occurrence of anaerobic sulfur oxidation; B – occurrence of anaerobic sulfur oxidation. ! 88! Table 5.1 Operational conditions and performance of the UASB reactor. Influent temperature (°C) Influent pH 91 23.5 6.7 111 18.2 167 Sample (day) Influent ORP (mV) Sulfide concentration (mg-S/L) Sulfate concentration (mg-S/L) Influent nitrate concentration (mg-N/L) Influent nitrite concentration (mg-N/L) Influent ammonium concentration (mg-N/L) DO (mg/L) BODtotal removal rate (%) CODtotal removal rate (%) Influent Effluent Influent Effluent -258 5.5 9.6 9.2 1.1 0.0 0.0 32.6 0.1 93 57 6.9 -224 0.0 19.5 142.4 129.9 0.0 0.0 14.8 0.1 79 54 11.6 6.8 -306 0.0 19.0 92.4 75.4 0.0 0.0 23.2 0.5 37 27 214 10.9 7.0 -245 0.0 27.2 83.6 44.6 0.0 0.0 28.4 0.5 31 39 255 12.6 7.3 -258 0.0 32.8 69.1 71.1 0.0 0.0 33.2 0.3 39 31 284 16.0 7.0 -211 2.2 27.7 41.4 8.6 0.0 0.0 43.5 0.2 64 32 335 22.9 7.2 -279 4.0 43.0 51.0 1.8 0.0 0.0 29.2 0.2 51 48 363 26.4 6.8 -278 5.7 39.1 45.0 2.5 0.0 0.0 32.4 0.2 63 58 379 25.4 6.7 -275 11.3 41.2 47.0 4.2 0.1 0.0 26.5 0.2 80 78 406 26.2 6.8 -242 4.0 43.1 37.0 2.4 0.2 0.0 27.4 0.2 84 77 421 26.0 6.8 -369 3.4 23.6 23.0 1.4 0.2 0.0 29.1 0.2 78 53 453 21.6 7.0 -228 3.1 17.5 38.0 3.3 0.1 0.0 41.2 0.2 68 52 537 11.7 7.7 -203 1.7 13.5 52.0 43.7 0.3 0.0 16.0 0.5 18 42 634 14.2 7.4 -206 2.4 31.7 33.8 12.8 0.1 0.0 13.2 0.0 41 53 699 22.1 6.6 -212 1.3 27.7 12.1 12.8 0.3 0.0 32.5 0.4 52 40 747 26.0 6.9 -321 9.1 32.0 45.8 4.1 0.1 0.0 33.0 0.1 66 57 ! 89! Microbial communities structure and diversity In this study, a total of 259,912 sequence reads were generated from 16 samples collected from the UASB reactor during 2 years of operation (Table 5.2). Approximately 11,000-23,000 sequence reads per sample were analyzed. According to the Chao1 estimator, the estimated species increased on average by approximately 5- to 7-fold in the samples. So, the coverage values were relatively low (58-71% coverage), which indicates an underestimation of species richness due to the high microbial diversity that exists in the sludge samples. These results were consistent with previous studies of various wastewater treatment analyses in which low coverage values were reported (Narihiro et al., 2009; Chaganti et al., 2012). PD, Shannon and Simpson diversity indexes, which were applied to compare the microbial diversity among the samples, also exhibit a high richness and evenness in microbial diversity existed across all sludge samples. These results were consistent with a previous study in which high microbial diversity was observed in sewage sludge samples (Narihiro et al., 2009; Chaganti et al., 2012; Sundberg et al., 2013). PCoA plot clustering of phylogenetic diversity (weighted UniFrac distances) of the sludge samples is shown in Fig. 5.3. PCoA plots showed a distinct overall bacterial community composition in each anaerobic sulfur reduction and oxidation periods. The bacterial communities of day 167 from the oxidation period showed similarities between the other bacterial communities from the reduction periods, where they were clustered together and seemed to exhibit slight changes in microbial activity, which is probably because it was a start-up period. The bacterial communities of day 214 and 255 from the oxidation period were located a bit distant and clustered together which indicated that their microbial communities had change during anaerobic sulfur oxidation. Day 284, which was clustered together with day ! 90! 214 and 255, showed that their microbial communities had changed after the oxidation had ended. After the oxidation had totally ended, the bacterial communities of day 335-453 were shifted back to the previous cluster indicating that their microbial communities had changed to it was before. Day 537 formed a cluster on its own, which indicated that the bacterial communities on that day differed from the other clusters and that a sudden change had occurred in the microbial communities during anaerobic sulfur oxidation. The microbial communities of day 634-747 showed an obvious shift where they formed a distinct cluster indicating that they were different from the other clusters and that their microbial communities had changed completely after the oxidation ended. The marked differences between the anaerobic sulfur oxidation and reduction period show that the phylogenetic diversity of the sludge samples is related to microbial communities which is, in turn, influenced by the temperature and probably by the surrounding environment. Fig. 5.3 PCoA analysis of UASB sludge samples with weighted UniFrac. – oxidation period sludge samples; X – reduction period sludge samples. ! 91! Table 5.2 Diversity indices of the UASB sludge samples. Sample (day) Anaerobic sulfur Number of reduction/oxidation sequence Number of OTU Chao1 Coverage (%) PD* Shannon* Simpson* 91 Reduction 14343 5823 36628 65 258.94 9.16 0.97 111 Reduction 15096 6007 30853 66 245.38 8.97 0.96 167 Oxidation 17752 8156 47198 60 298.38 9.97 0.98 214 Oxidation 21972 10254 63745 60 312.42 10.34 0.99 255 Oxidation 16233 7719 43872 59 294.50 10.21 0.99 284 Reduction 11836 5717 34783 58 289.77 10.11 0.99 335 Reduction 16213 7444 44072 60 291.35 9.93 0.98 363 Reduction 13716 5207 29837 68 235.85 8.91 0.96 379 Reduction 13756 5191 29366 68 233.32 8.69 0.95 406 Reduction 15017 5647 31792 68 241.72 8.97 0.97 421 Reduction 15512 5317 29618 71 219.46 8.48 0.95 453 Reduction 15590 5874 30759 68 231.66 8.74 0.96 537 Oxidation 14001 5988 37038 63 284.03 9.18 0.96 634 Reduction 17354 7740 43674 62 283.90 9.91 0.99 699 Reduction 22886 9205 46527 66 262.72 9.55 0.98 747 Reduction 18635 7690 40045 65 266.06 9.38 0.97 Abbreviation: OTU - Operational taxonomic unit; PD - Phylogenetic diversity *Calculations determined at 0.03 dissimilarity based on 10,000 reads. ! 92! Bacterial distribution in UASB sludge T-RFLP and next generation sequencing analyses of the bacterial 16S rRNA gene were performed to characterize and identify the microbial communities exist in the UASB reactor. Both analyses were used to increase the reliability of the results and to minimize biases produced by both methods. The distribution of the bacterial communities in the sludge samples, before and after the sodium sulfate was added as well as during anaerobic sulfur oxidation and non-oxidation, was determined. The TRFLP results shown in Fig. 5.4 yielded a large number of T-RFs in all 16 samples and there were 11 dominant T-RFs observed. However, during anaerobic sulfur oxidation, a sudden increase in a 348 bp T-RF was observed. Among the dominant T-RFs, only the 60, 163, 194, 197, 231 and 348 bp T-RFs appeared in all samples. The 163, 194, 197 and 231 bp T-RFs were simulated by TRiFLe as genera Desulfitibacter, Singulisphaera, uncultured bacteria of the phylum Caldiserica and genus Blastopirellula, respectively. As for 60 and 348 bp T-RFs, each of it had two simulated bacteria species, which were genera Prosthecochloris and Treponema for 60 bp T-RF, and Desulfomicrobium and Desulfovibrio for 348 bp T-RF. Some of the T-RFs represented more than one species, as different species can produce the same T-RF length when using a particular enzyme due to the probability of non-unique restriction enzyme cutting sites and their variation across species (Junier et al., 2008; Schütte et al., 2008). In addition, the T-RFs predicted in silico and those measured in vivo mostly differed by a few base pairs (Winderl et al., 2008), thus the identity of the bacteria in the community cannot be analyzed directly. Since it is not possible to quantify the contribution of each of the species to the T-RF accurately, sequencing analysis was conducted as a means of identity confirmation and precise quantification of representation of bacteria in the community. ! 93! The sequencing results shown in Fig. 5.5 showed virtually the same patterns as the T-RFLP results, particularly from day 537 onwards where both of the results showed distinctive changes in the microbial community patterns. During the initial anaerobic sulfur oxidation (days 167, 214 and 255), the microbial community patterns only changed slightly as compared to the other non-oxidation days such as a slight increase in bacteria belonging to the phyla Proteobacteria, Firmicutes and Bacteroidetes, and a slight decrease in bacteria belonging to the phyla Caldiserica and Chloroflexi. However, during the second anaerobic sulfur oxidation period (days 537), a marked difference in the microbial community patterns was observed compared to that seen during the initial oxidation period. Representatives of the phyla Caldiserica and Chloroflexi greatly decreased in number, whereas those of the phylum Proteobacteria only slightly increased compared to the earlier period. Previous study (Aida et al., 2014) showed that uncultured bacteria of phylum Caldiserica was the major bacteria group observed in the UASB reactor, which was consistent with the results observed in this study. But in both initial and second anaerobic sulfur oxidation period, the number of representatives of the phylum Caldiserica decreased. One possible reason is the difference of primers used in both studies, but a quantitative method such as real-time PCR was needed to clarify the phenomena. Interestingly, bacteria belonging to the phylum Fusobacteria demonstrated a sudden and marked increase in the second compared to the first oxidation period. Thus, it may be possible that the phylum Fusobacteria can only be detected during anaerobic sulfur oxidation periods. The microbial community patterns also began to show some changes after day 537, similar to the PCoA analysis (Fig. 5.3), which was probably due to the adaptation of the microbial communities to the environment. ! 94! 75 50 25 0 91 111 167 214 255 284 335 363 379 406 421 453 537 634 699 747 Detection rate of 16S rRNA gene at phylum level (%) Relative abundance of T-RFs (%) 100 100 75 50 25 0 91 111 167 214 255 284 335 363 379 406 421 453 537 634 699 747 Time (days) Time (days) 60 bp 231 bp 68 bp 344 bp 163 bp 348 bp 166 bp 563 bp 194 bp 592 bp 197 bp Others Proteobacteria Bacteroidetes Acidobacteria Caldiserica Spirochaetes Chlorobi Firmicutes Synergistetes Fusobacteria Chloroflexi Planctomycetes Others Fig. 5.4 Distribution of different phylogenetic bacteria communities Fig. 5.5 Bacterial community structures of UASB sludge samples at as determined by T-RFLP profiles after HhaI digestion of the 16S the phylum level.! rRNA gene.! Overall, the major bacterial groups monitored in the UASB reactor were found to belong to the phylum Proteobacteria which dominated the UASB sludge samples (27.3±10.4% of the total taxa), followed by the phyla Caldiserica (17.8±8.9%), Firmicutes (11.3±4.1%), Chloroflexi (11.5±6.1%), Bacteroidetes (8.0±4.4%) and Spirochaetes (6.5±4.0%). Meanwhile, bacteria belonging to the other phyla constituted less than 3% of the total taxa. These bacterial groups were those generally detected in wastewater treatment plants and reactors, particularly representing the phylum Proteobacteria which has been described as the most abundant bacterial group present in reactors (Wagner and Loy, 2002; Diaz et al., 2006; Narihiro et al., 2009; Yang et al., 2011). Within the phylum Proteobacteria, class Deltaproteobacteria was the major group accounting for 78.7±16.7% of the total taxa, followed by classes Gammaproteobacteria Alphaproteobacteria (3.2±6.5% and (13.6±9.3%), 2.6±3.0%, Beta- and respectively), and Epsilonproteobacteria (1.0±1.7%), which is similar to the microbial community structure previously detected in various types of UASB sludge (Narihiro et al., 2009). The major groups within class Deltaproteobacteria were found to be genus Desulfovibrio, followed by the genera Desulforhabdus and Smithella. However, no previous studies have mentioned that these bacterial groups are SOB or involved in sulfur oxidation. The reverse reaction of the anaerobic oxidation of methane (AOM) with sulfate reduction seems to be the possibility of anaerobic sulfur oxidation to occur. Holler et al. (2011) demonstrated that the reverse direction of AOM with sulfate could be catalyzed by AOM consortia. These consortia, which mediate AOM with sulfate, are composed of anaerobic methanotrophic (ANME) archaea and SRB (Knittel et al., 2005). Although ANME-related archaea were not detected in the ! 96! UASB reactor, methanogenic archaea and SRB were detected, as reported previously by Aida et al. (2014). This suggested that SRB that are present in the UASB reactor might act as the main players in the anaerobic sulfur oxidation. Bacteria belonging to the phylum Fusobacteria, are obligate anaerobic nonspore-forming gram-negative bacilli. Initially, these bacteria were associated with the human mouth and gastrointestinal tract (Robrish et al., 1991; Bennett and Eley, 1993). Later, these bacteria were also isolated from anoxic sediment and sludge (Schink, 1984; Brune and Schink, 1992), anaerobic mud (Janssen and Liesack, 1995; Watson et al., 2000), and cold deep-marine sediment (Zhao et al., 2009), which produce H2 and acetate as major fermentation products under different conditions (e.g. variations in carbon source and temperature). Some of these bacteria are psychrotrophic bacteria with an optimal growth temperature of 18.5°C, while some are mesophilic bacteria with an optimal growth temperature of 28-37°C. Therefore, the uncultured bacteria of the phylum Fusobacteria found in this study, which could be detected during anaerobic sulfur oxidation, are probably not related to any other known bacteria in this phylum and are likely to play a role in anaerobic sulfur oxidation. Nevertheless, further studies are needed to elucidate the function of these uncultured bacteria. ! 97! Influence of environmental conditions on microbial community structure and diversity Environmental conditions strongly influence the structure and diversity of microbial communities which are related to the types of reactions that can occur under these conditions. Temperature acclimation, in particular, may alter the microbial community activity, structure and diversity (Sekiguchi et al., 2002; Levén et al., 2007). In this study, temperature appeared to influence the microbial activity and diversity in the UASB sludge which then stimulated the sulfur redox reaction to take place. As mentioned earlier, anaerobic sulfur oxidation occurred at low temperatures and the major bacterial groups observed during the period of oxidation belong to the genera Desulfovibrio, Desulforhabdus, Smithella and uncultured bacteria of the phylum Fusobacteria. Thus, a correlation was observed between the abundance of members of these four genera and the temperature in the reactor. The results in Fig. 5.6 show that members of the genus Desulforhabdus and uncultured bacteria of the phylum Fusobacteria were highly abundant when the temperature was low and vice versa. In contrast, the abundance of members of the genera Desulfovibrio and Smithella was not related to temperature. This suggested that bacteria belonging to the genus Desulforhabdus and uncultured bacteria of the phylum Fusobacteria probably related to anaerobic sulfur oxidation. Although genus Desulforhabdus is SRB, perhaps these bacteria have a dual function and also play a role in anaerobic sulfur oxidation in the UASB reactor. However, further validation methods such as stable isotope probing and microautoradiography-fluorescent in situ hybridization methods (Dumont and Murrell, 2005; Ito et al., 2012) are needed to gain more detailed insights on the physiological properties of these bacteria. ! 98! Fig. 5.6 Significant relationships between relatively abundant bacterial groups ( ) present in the UASB sludge samples and sewage temperature (–) of the UASB reactor. A - Desulfovibrio; B - Desulforhabdus; C - Smithella; D – uncultured bacteria of phylum Fusobacteria. 5.4 Conclusion In summary, this microbial diversity analysis yielded a comprehensive overview of the abundance, distribution, characteristics and phylogenetic diversity of microbes exist in the UASB reactor. A highly diverse bacterial community was present where the genera Desulfovibrio, Desulforhabdus and Smithella of the phylum Proteobacteria as well as uncultured bacteria of the phylum Fusobacteria were the major bacterial groups observed during the period of anaerobic sulfur oxidation. 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Psychrilyobacter atlanticus gen. nov., sp. nov., a marine member of the phylum Fusobacteria that produces H2 and degrades nitramine explosives under low temperature conditions. International Journal of Systematic and Evolutionary Microbiology, 59: 491-497. ! ! 107! CHAPTER 6 SUMMARY The anaerobic sulfur oxidation reaction occurred in the upflow anaerobic sludge blanket (UASB) reactor treating municipal sewage is an interesting phenomenon where it occurred without the presence of electron acceptors. This phenomenon seems to be a new discovery where there were no studies reported previously regarding this phenomenon and the knowledge on this matter is still lacking and unclear. Therefore, several analyses were conducted to identify the factors that made this anaerobic sulfur oxidation to occur. In this study, anaerobic sulfur oxidation was regenerated by using bioelectrochemical reactor (BER) under several conditions, which were oxidationreduction potential (ORP) control, non-ORP control, stirring and BES (2-bromo ethanedisulfonic acid) added condition, to investigate the effect of these parameters on the regeneration of anaerobic sulfur oxidation. Under the ORP control condition, the anaerobic sulfur oxidation was regenerated, whereas other conditions failed to regenerate the anaerobic sulfur oxidation reaction. The microbial community structures in the ORP control BER system, where the anaerobic sulfur oxidation were regenerated, were analyzed using cloning and terminal restriction fragment length polymorphism (T-RFLP) analyses. The results showed that phylum Proteobacteria was the major group observed where Syntrophobacteraceae and Desulfovibrionaceae family of sub-phylum δ-Proteobacteria were the most abundant bacteria groups found in the anaerobic sulfur oxidation reaction samples with 80% of total clones. These bacteria groups are known as sulfur reducing bacteria. ! 108! The microbial community structures in the UASB reactor were also been analyzed and identified using cloning and T-RFLP analyses. The archaeal community had just relatively low and simple diversity which acetate-utilizing methanogen Methanosaeta spp. was the dominant group of the domain archaea at all times. Whereas, the bacterial community presented high diversity which genus Smithella of phylum Proteobacteria was the major bacterial group observed in the UASB reactor comprising an average of 19% of total clones, followed by uncultured bacteria of phylum Caldiserica (12%). The bacterial communities observed in the UASB reactor and in the anaerobic sulfur oxidation regenerated BER system showed a similar result where phylum Proteobacteria was the most abundant bacteria group found in the anaerobic sulfur oxidation samples. To gain greater insights into microbial biodiversity and its role in anaerobic sulfur oxidation, an extensive analysis of the abundance, distribution, characteristics and phylogenetic diversity of microorganisms exist in the UASB reactor was conducted by next generation sequencing analysis. Consistent with the results mentioned above, phylum Proteobacteria was the most abundant bacteria group observed during the period of anaerobic sulfur oxidation comprising an average of 27.3% of total clones which genera Smithella as well as Desulfovibrio and Desulforhabdus were the major bacterial groups present. Besides phylum Proteobacteria, uncultured bacteria of the phylum Fusobacteria was also the major bacteria group observed during the period of anaerobic sulfur oxidation, where it demonstrated a sudden and marked increase in the second compared to the first oxidation period. Representatives of the phyla Caldiserica, which were the major bacterial group observed earlier, decreased gradually in number in both initial and second anaerobic sulfur oxidation period. However, only the genus Desulforhabdus ! 109! and uncultured bacteria of the phylum Fusobacteria were influenced by the temperature which suggested that these two bacterial groups are likely to be related to the sulfur cycle and to play a role in anaerobic sulfur oxidation. From these observations, it can be suggested that this anaerobic sulfur oxidation reaction was mediated biologically by the microorganisms, and it can therefore be concluded that (i) genus Desulforhabdus, which is SRB, could have a dual function and can also act as SOB, and/or (ii) uncultured bacteria of the phylum Fusobacteria probably related and play an important role in anaerobic sulfur oxidation. However, further analyses are required to elucidate the pathways that are utilized by these bacteria to oxidize sulfur to sulfate and to gain greater insight into the basis of anaerobic sulfur oxidation in the UASB reactor. In addition, some other SRB probably have a dual function and play a role in anaerobic sulfur oxidation as well. These findings will be a novel discovery in this field of study and will give a great impact on the development of sulfide removing process of domestic and industrial wastewater treatment. ! 110! LIST OF PUBLICATIONS 1. Aida, A.A., Hatamoto, M., Yamamoto, M., Ono, S., Nakamura, A., Takahashi, M. and Yamaguchi, T. (2014). Molecular characterization of anaerobic sulfuroxidizing microbial communities in up-flow anaerobic sludge blanket reactor treating municipal sewage. Journal of Bioscience and Bioengineering, 118: 540-545. 2. Aida, A.A., Kuroda, K., Yamamoto, M., Nakamura, A., Hatamoto, M. and Yamaguchi, T. (2015). Diversity profile of microbes associated with anaerobic sulfur oxidation in an upflow anaerobic sludge blanket reactor treating municipal sewage. Microbes and Environments (In press). ! 111!