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Microbial-based evaluation of anaerobic membrane bioreactors (AnMBRs) for the sustainable and efficient treatment of municipal wastewater Dissertation by Moustapha Harb In partial fulfillment of the requirements for the degree of Doctor of Philosophy King Abdullah University of Science and Technology Thuwal, Kingdom of Saudi Arabia March, 2017 2 EXAMINATION COMMITTEE PAGE The dissertation of Moustapha Harb is approved by the examination committee. Committee Chairperson: Dr. Peiying Hong Committee Members: Dr. Pascal Saikaly, Dr. Mani Sarathy, Dr. Jeremy Guest 3 © March, 2017 Moustapha Harb All Rights Reserved 4 ABSTRACT Microbial-based evaluation of anaerobic membrane bioreactors (AnMBRs) for the sustainable and efficient treatment of municipal wastewater Moustapha Harb Conventional activated sludge-based wastewater treatment is an energy and resource- intensive process. Historically it has been successful at producing safely treated wastewater effluents in the developed world, specifically in places that have the infrastructure and space to support its operation. However, with a growing need for safe and efficient wastewater treatment across the world in both urban and rural settings, a paradigm shift in waste treatment is proving to be necessary. The sustainability of the future of wastewater treatment, in a significant way, hinges on moving towards energy neutrality and wastewater effluent reuse. This potential for reuse is threatened by the recent emergence and study of contaminants that have not been previously taken into consideration, such as antibiotics and other organic micropollutants (OMPs), antibiotic resistance genes, and persistent pathogenic bacteria. This dissertation focuses on investigating the use of anaerobic membrane bioreactor (AnMBR) technology for the sustainable treatment of municipal-type wastewaters. Specifically, a microbial approach to understanding biofouling and methane recovery potential in anaerobic MBR systems has been employed to assess different reactor systems’ efficiency. This dissertation further compares AnMBRs to their more widely used aerobic counterparts. This comparison specifically focuses on the removal and 5 biodegradation of OMPs and antibiotics in both anaerobic and aerobic MBRs, while also investigating their effect on the proliferation of antibiotic resistance genes. Due to rising interest in wastewater effluent reuse and the lack of a comprehensive understanding of MBR systems’ effects on pathogen proliferation, this dissertation also investigates the presence of pathogens in both aerobic and anaerobic MBR effluents by using molecular- based detection methods. The findings of this dissertation demonstrate that membrane-associated anaerobic digestion processes have significant potential to improve the sustainability of wastewater treatment. This is exemplified by attributes of AnMBR systems associated with both increased system efficiency and wastewater reuse potential through methane recovery and lower abundance of effluent microbial contaminants, respectively. Overall, the studies collated in this dissertation have shown that understanding the microbial communities of AnMBRs can play a central role in further improving these attributes and in reducing the risks posed by emerging contaminants and pathogens in wastewater treatment systems. 6 ACKNOWLEDGEMENTS I would like to thank my committee chair, Dr. Peiying Hong for her strong support and guidance throughout the course of my Ph.D. work. I would also like to thank my committee members, Dr. Saikaly, Dr. Sarathy, and Dr. Guest, for generously providing their expertise and insight in support of this research. My sincerest appreciation goes to my friends at KAUST, the members of the Peiying Hong research group, and the members of the Water Desalination and Reuse Center for making my time here a great experience. Finally, my heartfelt gratitude is extended to my parents Constance and Jalal and my brothers Ahmed and Mahmoud for their unwavering encouragement, patience, and support. 7 TABLE OF CONTENTS EXAMINATION COMMITTEE PAGE ........................................................................ 2 ABSTRACT ....................................................................................................................... 4 ACKNOWLEDGEMENTS ............................................................................................. 6 TABLE OF CONTENTS ................................................................................................. 7 LIST OF ABBREVIATIONS ........................................................................................ 10 LIST OF FIGURES ........................................................................................................ 12 LIST OF TABLES .......................................................................................................... 14 Chapter 1 ......................................................................................................................... 15 1. Introduction .............................................................................................................. 16 1.1. Conventional wastewater treatment and MBRs ............................................ 16 1.2. Background: Sustainability and safety issues of AnMBR systems .............. 22 1.2.1. AnMBRs and operational sustainability ...................................................... 24 1.2.2. Emerging contaminants in MBR Systems ................................................... 27 1.2.3. Microbial safety of MBR effluents for reuse ............................................... 29 1.3. Objectives........................................................................................................... 31 1.4. References .......................................................................................................... 34 Chapter 2 ......................................................................................................................... 43 2. Differences in microbial communities and performance between suspended and attached growth anaerobic membrane bioreactors treating synthetic municipal wastewater ....................................................................................................................... 44 2.1. Introduction ....................................................................................................... 46 2.2. Materials & methods ........................................................................................ 49 2.2.1. Reactor operating conditions ........................................................................ 49 2.2.2. Chemical and physical water quality measurements ................................. 51 2.2.3. Biogas measurement ...................................................................................... 52 2.2.4. Sludge and membrane biomass sampling for microbial analysis .............. 53 2.2.5. DNA extraction and barcoded amplification of 16S rRNA genes ............. 54 2.2.6. Ion Torrent sequencing of 16S rRNA genes and data analysis ................. 55 2.2.7. Reactor SMP and membrane biofilm EPS extraction and analysis .......... 56 2.2.8. Membrane surface categorization ................................................................ 58 2.3. Results ................................................................................................................ 59 2.3.1. Reactor performance ..................................................................................... 59 2.3.2. Membrane operation ..................................................................................... 61 2.3.3. Microbial similarity analysis in AnMBR sludge and membrane biofilms 62 2.3.4. Reactor-based microbial comparison .......................................................... 63 2.3.5. Microbial differences between attached and suspended biomass ............. 66 2.3.6. Membrane biofilm EPS content ................................................................... 68 2.3.7. AnMBR retentate SMP profile dynamics .................................................... 69 2.3.8. SMP and EPS fractions – potential relation to PES membrane fouling ... 70 8 2.3.9. Membrane characterization .......................................................................... 73 2.4. Discussion........................................................................................................... 73 2.5. Conclusion ......................................................................................................... 80 2.6. Acknowledgements ........................................................................................... 81 2.7. References .......................................................................................................... 82 Chapter 3 ......................................................................................................................... 87 3. Organic micropollutants in aerobic and anaerobic membrane bioreactors: Changes in microbial communities and gene expression ............................................ 88 3.1. Introduction ....................................................................................................... 89 3.2. Material and methods ....................................................................................... 91 3.2.1. Description of treatment systems and operational conditions ................... 91 3.2.2. Liquid chromatography – mass spectrometry ............................................ 92 3.2.3. Amplicon-based next-generation sequencing .............................................. 93 3.2.4. Quantitative PCR (qPCR) ............................................................................. 94 3.2.5. Metatranscriptomics ...................................................................................... 94 3.3. Results & Discussion ......................................................................................... 95 3.3.1. Overall Reactor Performances and OMP removal efficiency ................... 95 3.3.2. Effect of OMPs on reactor microbial communities .................................... 97 3.3.2.1. Aerobic System ......................................................................................... 98 3.3.2.2. Anaerobic system .................................................................................... 101 3.3.3. Changes in biodegradation gene expression .............................................. 104 3.3.3.1. Gene group-based analysis ..................................................................... 104 3.3.3.2. Gene function-based analysis ................................................................. 107 3.3.4. Implications of OMPs for antibiotic resistance gene fate in MBRs ........ 111 3.4. Conclusions ...................................................................................................... 115 3.5. Supplementary Data ....................................................................................... 115 3.6. Acknowledgements ......................................................................................... 116 3.7. References ........................................................................................................ 117 Chapter 4 ....................................................................................................................... 122 4. Molecular-based detection of potentially pathogenic bacteria in membrane bioreactor (MBR) systems treating municipal wastewater: a case study ................ 123 4.1. Introduction ..................................................................................................... 124 4.2. Materials & methods ...................................................................................... 126 4.2.1. Full-scale aerobic MBR system description and sampling protocol ....... 126 4.2.2. Lab-scale anaerobic MBR system description and sampling protocol ... 127 4.2.3. Water quality and biogas measurements ................................................... 128 4.2.4. DNA extraction and 16S rRNA gene-based next generation sequencing 128 4.2.5. Species-targeted digital PCR (dPCR) ........................................................ 130 4.2.6. Quantitative microbial risk assessment (QMRA) ..................................... 130 4.3. Results .............................................................................................................. 132 4.3.1. AeMBR and AnMBR water quality measurements and performance ... 132 4.3.2. Estimation of total bacteria by rpoB gene quantification ........................ 132 4.3.3. Microbial communities of municipal wastewater influent ....................... 133 4.3.4. Microbial communities of effluents of AeMBR and AnMBR systems .... 134 4.3.5. Detection of pathogenic species in MBR systems using dPCR ................ 136 9 4.3.6. Quantitative microbial risk assessment (QMRA) ..................................... 138 4.4. Discussion......................................................................................................... 140 4.5. Conclusions ...................................................................................................... 146 4.6. Acknowledgements ......................................................................................... 147 4.7. References ........................................................................................................ 148 Chapter 5 ....................................................................................................................... 154 5. Conclusions ............................................................................................................. 155 5.1. General Conclusions ....................................................................................... 155 5.2. Future Work .................................................................................................... 158 5.3. References ........................................................................................................ 163 Appendices ..................................................................................................................... 166 10 LIST OF ABBREVIATIONS AOB ammonia-oxidizing bacteria AFM atomic force microscopy AeMBR aerobic membrane bioreactor AnMBR anaerobic membrane bioreactor ARG antibiotic resistance gene BDG biodegradation gene BSA bovine serum albumin CA cellulose acetate CAS conventional activated sludge COD chemical oxygen demand CSTR continuously stirred tank reactor DBP disinfection byproduct DEET diethyltoluamide dPCR digital polymerase chain reaction ENA European Nucleotide Archive EPS extracellular polymeric substances HRT hydraulic retention time LC-MS/MS liquid chromatography tandem mass spectrometry LCFA long chain fatty acid LMH liters per square meter per hour LRV log reduction value MBR membrane Bioreactor MF microfiltration MG-RAST metagenomic rapid annotation using subsystems technology MLSS mixed liquor suspended solids mMDS metric multidimensional scaling MWCO molecular weight cutoff NCBI National Center for Biotechnology Information NF nanofiltration NOB nitrite-oxidizing bacteria OMP organic micropollutants OTU operational taxonomic unit PAC power activated carbon PBS phosphate buffered saline pKa acid dissociation constant PCA principal component analysis PES polyethersulfone

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individuals conducting irrigation practices using the treated MBR effluents and disposal practices using the wasted aerobic MBR activated sludge. The chapter therefore aims to advance the sustainability of wastewater reuse by evaluating the log removal values of specific pathogens by both aerobic a
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