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| 編輯推薦： |
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本书从工程视角入手，围绕低碳废水生物脱氮的技术原理、常见工艺、参数调控及微生物群落分析等基础知识和前沿热点，结合不同应用场景，提出技术的应用前景。本书可作为以工程应用创新能力培养为主的高等院校环境类专业学生的教材，可强化环境类专业学生废水生物脱氮理论的知识，并提升专业英语水平。
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| 內容簡介： |
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本书是作者根据长期从事低碳废水生物脱氮相关科研和教学的经验编写而成，主要介绍了常见低碳废水生物脱氮工艺的基本原理、影响因素及工艺应用，并着重介绍了亚硝酸盐型厌氧氨氧化工艺的快速启动及影响因素、匹配型亚硝化的调控、颗粒污泥的形成及控制、工艺调控及应用等内容。书中既重视对低碳废水生物脱氮理论的介绍，也注意融合作者在低碳废水强化生物脱氮研究方面的经验和最新研究成果，注重知识的系统性，并力求做到重点突出、内容精练。
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| 關於作者： |
陈重军，工学博士（博士后），苏州科技大学环境科学与工程学院教授，硕士生导师，主要从事废水低碳处理技术研究和应用，入选江苏省青蓝工程和双创计划。主持国家自然科学基金、中国博士后科学基金、江苏省自然科学基金等20多项；第一或通讯作者在国内外期刊发表论文80余篇，被引超过3200次，高被引论文5篇；申请国家专利28件（授权15件），参编江苏省重点教材2部，获中国产学研合作创新与促进奖二等奖，获全国环境类专业本科生优秀毕业论文指导教师、江苏省协同创新管理先进个人等荣誉。兼任中国环境科学学会水处理与回用专业委员会委员及污染源排放与管控专业委员会委员、中国城镇供水排水协会青年工作者委员会委员、江苏省环境科学学会青年工作委员会委员，《中国环境科学》、《中国给水排水》、《工业水处理》、《生态环境学报》青年编委。
主编：陈重军（苏州科技大学），李大鹏（苏州科技大学）；
副主编：孙法迁（浙江师范大学），毕贞（苏州科技大学），丁静（苏州科技大学）。
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| 目錄：
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Chapter 1 Overview 1 1.1 The nitrogen cycle in nature 1 1.2 Nitrogen contamination risk 2 1.2.1 Global nitrogen pollution situation 3 1.2.2 Nitrogen pollution in China 4 1.3 Nitrogen pollution control 6 1.3.1 Increasingly higher emissionstandards 6 1.3.2 Improvement of nitrogen pollution innatural water bodies in China 7 1.4 Low carbon source wastewater treatmentissue 8 1.4.1 Typical low-carbon source wastewater 8 1.4.2 The challenges of conventionalnitrogen removal 9 1.4.3 The challenge of carbon neutrality 9 1.5 New biological nitrogen removal process 10 1.5.1 Shortcutnitrification-denitrification systems 10 1.5.2 Simultaneousnitrification-denitrification systems 11 1.5.3 Anaerobic ammonium oxidation （Anammox） 12 1.5.4 Sulfur-autotrophic denitrification 13 1.5.5 Ferric ammonium oxidation： Feammox 13 1.5.6 Anaerobic oxidation of methane （AOM） 15 1.5.7 Hydrogen autotrophic denitrification 15 Questions 16 References 16 Chapter 2 Partial nitrification anddenitrification 17 2.1 Introduction 17 2.2 Advantages of partial nitrification anddenitrification 18 2.3 Microorganism involved in nitrification 19 2.3.1 Morphologic and phylogeneticdiversity of AOB 19 2.3.2 Morphologic and phylogeneticdiversity of NOB 20 2.4 The main influencing parameters of partialnitrification 21 2.4.1 pH， freeammonia （FA） and free nitrousacid （FNA） 21 2.4.2 Temperature 23 2.4.3 DO concentration 24 2.4.4 Sludge retention time 25 2.4.5 Toxic substances 25 2.5 The main challenges for partialnitrification 26 2.6 Application of partial nitrificationand denitrification 27 Questions 30 References 30 Chapter 3 Simultaneous nitrification anddenitrification 33 3.1 Introduction 33 3.2 The mechanism and advantages ofsimultaneous nitrification and denitrification 34 3.2.1 The mechanism of SND 34 3.2.2 The advantages of SND 36 3.3 Microorganism involved in SND 37 3.3.1 Nitrifying bacteria within thebiofilm 38 3.3.2 Denitrifying bacteria in the biofilm 38 3.3.3 Bacteria capable of heterotrophicnitrification and aerobic denitrification 39 3.4 The main factors affecting SND 40 3.4.1 DO 40 3.4.2 pH 40 3.4.3 C/N 41 3.4.4 Sludge flocs 41 3.5 Applications of SND 41 3.5.1 Moving bed biofilm reactors 42 3.5.2 Hybrid moving bed biofilmreactor-membrane bioreactor systems 46 3.5.3 Aerobic granular sludge systems 47 Questions 51 References 52 Chapter 4 Nitrite-based anaerobic ammoniaoxidation （Anammox） 54 4.1 Discovery of nitrite-based Anammox 54 4.2 Nitrite-based Anammox stoichiometricratio 55 4.3 Nitrite-based Anammox microorganismsand central metabolism 56 4.3.1 Diversity of functional bacteria fornitrite-based Anammox 56 4.3.2 Central metabolic mechanism ofnitrite-based Anammox 58 4.4 Factors affecting Anammox of nitritetype 62 4.4.1 Reactor impact 62 4.4.2 Influence of environmental factors 63 4.4.3 Substrate effects 65 4.5 Nitrite type Anammox main process 67 4.5.1 SHARON-ANAMMOX 69 4.5.2 CANON 70 4.5.3 Oxygen-Limited AutotrophicNitrification/Denitrification （OLAND） 72 4.5.4 Simultaneous partial Nitrification， Anammox and Denitrification （SNAD） 73 4.5.5 Partial Denitrification - Anammox （PD/A） 74 4.5.6 Denitrifying Anaerobic MethaneOxidation/Anammox （DAMO/A） 75 Questions 77 References 77 Chapter 5 Matching nitrosation for Anammox 79 5.1 Matched nitrosation reaction 79 5.2 Process of realization of matchednitrosation 80 5.2.1 Selection of reactor 80 5.2.2 Alkalinity 81 5.2.3 pH 83 5.2.4 DO content 85 5.2.5 HRT 86 5.3 Low temperature for matched nitrosation 86 5.4 Low substrate concentration for matchednitrosation 89 5.5 Real-time reactor control 90 5.6 Microbial populations in matchednitrosation systems 93 Questions 96 References 96 Chapter 6 Start-up of Anammox 98 6.1 The purpose and significance of quick startup 98 6.2 Initiation factor control 99 6.2.1 Selection of reactor 99 6.2.2 Selection of inoculated sludge 101 6.2.3 Selection of carrier 103 6.2.4 Start-up load 111 6.2.5 Low temperature start-up control 112 6.3 Start-up process characteristics 113 6.3.1 Start-up stage 113 6.3.2 Stoichiometry ratio 114 6.4 Microbial enrichment status 115 6.4.1 Trends and extent of microbialenrichment 115 6.4.2 Enrichment population categories 116 6.5 Conclusions and prospects 117 Questions 117 References 118 Chapter 7 Promoters and inhibitors ofAnammox 120 7.1 Exogenous additives for improving theAnammox process 121 7.1.1 Metals addition 122 7.1.2 Organic matter addition 127 7.1.3 Inorganic matter addition 129 7.1.4 Intermediates addition 131 7.1.5 N-acyl-homoserine lactones addition 132 7.2 Exogenous substances for inhibiting theAnammox process 133 7.2.1 Different inhibitory factors ofAnammox process 133 7.2.2 Strategies to control the inhibition 142 Questions 145 References 145 Chapter 8 Coupling of Anammox anddenitrification 147 8.1 Reaction mechanism of simultaneousAnammox and denitrification process 147 8.1.1 Stoichiometry in simultaneous Anammoxand denitrification 147 8.1.2 Microbiology in simultaneous Anammoxand denitrification 149 8.2 Research on the coupling of Anammox anddenitrification 151 8.2.1 The coupling reaction of Anammox anddenitrification 151 8.2.2 Start-up of coupled Anammox anddenitrification reactor 152 8.2.3 Factors influencing the coupling ofAnammox and denitrification 153 8.3 Microbial community of the simultaneousAnammox and denitrification process 159 8.4 Emerging extensions of simultaneousAnammox-denitrification process 163 8.4.1 SAND 163 8.4.2 ADSF 167 8.4.3 SDA 169 Questions 171 References 171 Chapter 9 Anammox Granular sludge 173 9.1 Formation mechanism of Anammox granularsludge 173 9.2 Factors influencing the development ofAnammox granules 175 9.2.1 Seed sludge 176 9.2.2 Substrate concentration 177 9.2.3 Hydraulic Retention Time （HRT） and Sludge Retention Time （SRT） 178 9.2.4 Temperature and pH 178 9.2.5 Hydraulic shear force and stirringspeed 179 9.2.6 Presence of inorganic ions 180 9.2.7 Extracellular polymeric substances （EPS） 180 9.2.8 Influence of nanoparticles present inwastewater 181 9.3 Structure and microecology of Anammoxgranular sludge 182 9.3.1 Properties of the Anammox granularsludge 182 9.3.2 Microbial ecology of granular sludge 188 9.4 EPS of Anammox granular sludge 190 9.4.1 Compositional characteristics of EPS 190 9.4.2 Influencing factors of EPS 193 9.5 Application of Anammox granular sludge 196 9.6 Main factors affecting EPS secretionand sludge granulation 197 9.6.1 Organic concentration 197 9.6.2 Nitrogen concentration and loading inthe reaction system 198 9.6.3 External mediator 199 9.6.4 Other influencing factors 199 9.7 Limitations of Anammox granulation 200 9.7.1 Flotation 200 9.7.2 Storage stability of Anammox granules 201 9.7.3 Susceptibility to heavy metals 202 9.8 Conclusions 203 Questions 204 References 204 Chapter 10 Application of Anammox 205 10.1 Urban domestic sewage 205 10.1.1 Realization of a compatible Anammoxprocess 205 10.1.2 Influencing factor 206 10.1.3 Treatment process 210 10.1.4 Engineering practice 214 10.2 Industrial wastewater 217 10.2.1 Landfill leachate 217 10.2.2 Monosodium glutamate wastewater 221 10.2.3 Rare earth wastewater 223 10.2.4 Pharmaceutical wastewater 225 10.3 Agricultural wastewater 227 10.3.1 Swine wastewater 227 10.3.2 Dairy wastewater 230 10.3.3 Aquatic aquaculture wastewater 231 Questions 234 References 234 Chapter 11 Sulfate-reducing ammoniumoxidation （sulfammox） 236 11.1 Introduction 236 11.2 Anthology of sulfammox studies 237 11.3 Mechanism of sulfammox 238 11.3.1 The presence of organic carbonsources in the influent 238 11.3.2 No organic carbon sources in theinfluent 239 11.4 Characteristics of microbes insulfammox 241 11.5 Environmental factors and operationalconditions affecting sulfammox 243 11.5.1 Process medium and feeding options 243 11.5.2 NH4 / SO42- ratio 244 11.5.3 COD addition 244 11.5.4 Temperature and pH 245 11.5.5 Spontaneity and oxidation-reductionpotential 246 11.5.6 Other factors 246 11.6 Applicable reactors and reportedefficiencies 246 11.7 Conclusions 247 Questions 251 References 251 Chapter 12 Fe （Ⅲ） reduction coupled to anaerobic ammonium oxidation （Feammox） 253 12.1 Introduction 253 12.2 A collection of existinginvestigations regarding the Feammox process 254 12.2.1 Anthology of Feammox studies 254 12.2.2 Unveiling of Feammox in theenvironment and rate measurements 255 12.2.3 Feammox microbial functions 257 12.3 The artificial and natural factorsthat affect the growth of Feammox microorganisms 260 12.3.1 The ferric iron 260 12.3.2 Soil pH and redox potential 260 12.3.3 Dissolved oxygen 261 12.3.4 Temperature 261 12.3.5 Nitrite and nitrate 262 12.3.6 Carbon sources and electron shuttles 262 12.3.7 In situ soil nutrientcharacteristics 264 12.4 Prospective： use of Feammox for practical large-scale wastewater treatment 265 12.5 Conclusions 270 Questions 270 References 270 Chapter 13 Anaerobic Methane Oxidation （AOM） 272 13.1 Discovery and classification ofanaerobic methane oxidation 272 13.1.1 Discovery of anaerobic methaneoxidation 272 13.1.2 Classification of anaerobic methaneoxidation processes 273 13.1.3 Functional microorganisms ofanaerobic methane oxidation 274 13.2 Microbial metabolism of anaerobicmethane oxidation 277 13.2.1 Sulfate-dependent Anaerobic MethaneOxidation （SAMO） 277 13.2.2 Denitrifying Anaerobic MethaneOxidation （DAMO） 278 13.2.3 Metal-dependent Anaerobic MethaneOxidation （metal-AOM） 280 13.2.4 Anaerobic methane oxidation withother new electron acceptors 281 13.3 Physiological characteristics andecological distribution of the anaerobic methanotrophic microorganisms 282 13.3.1 Anaerobic methanotrophic archaea 282 13.3.2 Anaerobic methanotrophic bacteria 283 13.4 Enrichment of anaerobicmethane-oxidizing microorganisms 285 13.5 Application potential of anaerobicmethane oxidation 286 Questions 287 References 287 Chapter 14 Hydrogen-based denitrification 289 14.1 Introduction 289 14.2 Fundamental of H2-baseddenitrification 290 14.3 Microorganism involved in H2-basedMBfRs 291 14.4 The key control factors 293 14.4.1 Membrane materials 293 14.4.2 Reactor types 295 14.4.3 Biofilm management 295 14.4.4 H2 pressure 297 14.4.5 Nitrate loading 297 14.4.6 pH 298 14.5 Applications of H2-based MBfRs 298 Questions 300 References 300
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