Fundamentals of biological wastewater treatment:
Gespeichert in:
| Hauptverfasser: | , , |
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| Format: | Buch |
| Sprache: | English |
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Weinheim
Wiley-VCH-Verl.
2007
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| Online-Zugang: | Inhaltstext Inhaltsverzeichnis |
| Beschreibung: | Literaturangaben |
| Beschreibung: | XXVII, 362 S. Ill., graph. Darst. |
| ISBN: | 9783527312191 3527312196 |
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| 245 | 1 | 0 | |a Fundamentals of biological wastewater treatment |c Udo Wiesmann ; In Su Choi ; Eva-Maria Dombrowski |
| 264 | 1 | |a Weinheim |b Wiley-VCH-Verl. |c 2007 | |
| 300 | |a XXVII, 362 S. |b Ill., graph. Darst. | ||
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| 650 | 4 | |a Sewage |x Purification |x Biological treatment | |
| 650 | 4 | |a Water |x Purification |x Biological treatment | |
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Datensatz im Suchindex
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| adam_text |
UDO WIESMANN, IN SU CHOI, EVA-MARIA DOMBROWSKI FUNDAMENTALS OF
BIOLOGICAL WASTEWATER TREATMENT BICENTENNIAL WILEY-VCH VERLAG GMBH & CO.
KGAA CONTENTS PREFACE XIII LIST OF SYMBOLS AND ABBREVIATIONS XVII 1
HISTORICAL DEVELOPMENT OF WASTEWATER COLLECTION AND TREATMENT 1 1.1
WATER SUPPLY AND WASTEWATER MANAGEMENT IN ANTIQUITY 1 1.2 WATER SUPPLY
AND WASTEWATER MANAGEMENT IN THE MEDIEVAL AGE 4 1.3 FIRST STUDIES IN
MICROBIOLOGY 7 1.4 WASTEWATER MANAGEMENT BY DIRECT DISCHARGE INTO SOIL
AND BODIES OF WATER - THE FIRST STUDIES 11 1.5 MINERALIZATION OF
ORGANICS IN RIVERS, SOILS OR BY EXPERIMENT - A CHEMICAL OR BIOLOGICAL
PROCESS? 12 1.6 EARLY BIOLOGICAL WASTEWATER TREATMENT PROCESSES 14 1.7
THE CHOLERA EPIDEMICS - WERE THEY CAUSED BY BACTERIA LIVING IN THE SOIL
OR WATER? 16 1.8 EARLY EXPERIMENTS WITH THE ACTIVATED SLUDGE PROCESS 16
1.9 TAKING SAMPLES AND MEASURING POLLUTANTS 18 1.10 EARLY REGULATIONS
FOR THE CONTROL OF WASTEWATER DISCHARGE 19 REFERENCES 20 2 WASTEWATER
CHARACTERIZATION AND REGULATIONS 25 2.1 VOLUMETRIC WASTEWATER PRODUCTION
AND DAILY CHANGES 25 2.2 POLLUTANTS 27 2.2.1 SURVEY 27 2.2.2 DISSOLVED
SUBSTANCES 28 2.2.2.1 ORGANIC SUBSTANCES 28 2.2.2.2 INORGANIC SUBSTANCES
30 2.2.3 COLLOIDS 32 2.2.3.1 OIL-IN-WATER EMULSIONS 32 2.2.3.2
SOLID-IN-WATER COLLOIDS 33 2.2.4 SUSPENDED SOLIDS 34 2.3 METHODS FOR
MEASURING DISSOLVED ORGANIC SUBSTANCES AS TOTAL PARAMETERS 34
FUNDAMENTALS OF BIOLOGICAL WASTEWATER TREATMENT. UDO WIESMANN, IN SU
CHOI, EVA-MARIA DOMBROWSKI COPYRIGHT 2007 WILEY-VCH VERLAG GMBH & CO.
KGAA, WEINHEIM ISBN: 978-3-527-31219-1 VI CONTENTS 2.3.1 BIOCHEMICAL
OXYGEN DEMAND 34 2.3.2 CHEMICAL OXYGEN DEMAND 36 2.3.3 TOTAL AND
DISSOLVED ORGANIC CARBON 37 2.4 LEGISLATION 38 2.4.1 PREFACE 38 2.4.2
GERMAN LEGISLATION 38 2.4.2.1 LEGISLATION CONCERNING DISCHARGE INTO
PUBLIC SEWERS 38 2.4.2.2 LEGISLATION CONCERNING DISCHARGE INTO WATERS 39
2.4.3 EU GUIDELINES 41 REFERENCES 42 3 MICROBIAL METABOLISM 43 3.1 SOME
REMARKS ON THE COMPOSITION AND MORPHOLOGY OF BACTERIA (EUBACTERIA) 43
3.2 PROTEINS AND NUCLEIC ACIDS 45 3.2.1 PROTEINS 45 3.2.1.1 AMINO ACIDS
45 3.2.1.2 STRUCTURE OF PROTEINS 46 3.2.1.3 PROTEINS FOR SPECIAL
PURPOSES 47 3.2.1.4 ENZYMES 47 3.2.2 NUCLEIC ACIDS 50 3.2.2.1
DESOXYRIBONUCLEIC ACID 50 3.2.2.2 RIBONUCLEIC ACID 54 3.2.2.3 DNA
REPLICATION 57 3.2.2.4 MUTATIONS 58 3.3 CATABOLISM AND ANABOLISM 59
3.3.1 ADPANDATP 59 3.3.2 TRANSPORT OF PROTONS 59 3.3.3 CATABOLISM OF
USING GLUCOSE 60 3.3.3.1 AEROBIC CONVERSION BY PROKARYOTIC CELLS 60
3.3.3.2 ANAEROBIC CONVERSION BY PROKARYOTIC CELLS 65 3.3.4 ANABOLISM 66
REFERENCES 67 4 DETERMINATION OF STOICHIOMETRIC EQUATIONS FOR CATABOLISM
AND ANABOLISM 69 4.1 INTRODUCTION 69 4.2 AEROBIC DEGRADATION OF ORGANIC
SUBSTANCES 70 4.2.1 DEGRADATION OF HYDROCARBONS WITHOUT BACTERIAL DECAY
70 4.2.2 MINERALIZATION OF 2,4-DINITROPHENOL 71 4.2.3 DEGRADATION OF
HYDROCARBONS WITH BACTERIAL DECAY 74 4.3 MEASUREMENT OF O 2 CONSUMPTION
RATE R O2 , S AND CO 2 PRODUCTION RATE R CO2-S 76 PROBLEMS 78 REFERENCES
81 CONTENTS VII 5 GAS/LIQUID OXYGEN TRANSFER AND STRIPPING 83 5.1
TRANSPORT BY DIFFUSION 83 5.2 MASS TRANSFER COEFFICIENTS 86 5.2.1
DEFINITION OF SPECIFIC MASS TRANSFER COEFFICIENTS 86 5.2.2 TWO FILM
THEORY 87 5.3 MEASUREMENT OF SPECIFIC OVERALL MASS TRANSFER COEFFICIENTS
K L A 90 5.3.1 ABSORPTION OF OXYGEN DURING AERATION 90 5.3.1.1 STEADY
STATE METHOD 90 5.3.1.2 NON-STEADY STATE METHOD 91 5.3.1.3 DYNAMIC
METHOD IN WASTEWATER MIXED WITH ACTIVATED SLUDGE 92 5.3.2 DESORPTION OF
VOLATILE COMPONENTS DURING AERATION 93 5.4 OXYGEN TRANSFER RATE, ENERGY
CONSUMPTION AND EFFICIENCY IN LARGE-SCALE PLANTS 95 5.4.1 SURFACE
AERATION 95 5.4.1.1 OXYGEN TRANSFER RATE 95 5.4.1.2 POWER CONSUMPTION
AND EFFICIENCY 96 5.4.2 DEEP TANK AERATION 98 5.4.2.1 PRELIMINARY
REMARKS 98 5.4.2.2 THE SIMPLE PLUG FLOW MODEL 99 5.4.2.3 PROPOSED MODEL
OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS 101 5.4.2.4 FURTHER MODELS
103 5.4.2.5 OXYGEN TRANSFER RATE 103 5.4.2.6 POWER CONSUMPTION AND
EFFICIENCY 106 5.4.2.7 MONITORING OF DEEP TANKS 306 5.5 DIMENSIONAL
ANALYSIS AND TRANSFER OF MODELS 108 5.5.1 INTRODUCTION 108 5.5.2 POWER
CONSUMPTION OF A STIRRED, NON-AERATED TANK - A SIMPLE EXAMPLE 109 5.5.3
DESCRIPTION OF OXYGEN TRANSFER, POWER CONSUMPTION AND EFFICIENCY BY
SURFACE AERATORS USING DIMENSIONLESS NUMBERS 112 5.5.4 APPLICATION OF
DIMENSIONLESS NUMBERS FOR SURFACE AERATION 113 PROBLEM 115 REFERENCES
117 6 AEROBIC WASTEWATER TREATMENT IN ACTIVATED SLUDGE SYSTEMS 119 6.1
INTRODUCTION 119 6.2 KINETIC AND REACTION ENGINEERING MODELS WITH AND
WITHOUT OXYGEN LIMITATION 119 6.2.1 BATCH REACTORS 119 6.2.1.1 WITH HIGH
INITIAL CONCENTRATION OF BACTERIA 11 9 6.2.1.2 WITH LOW INITIAL
CONCENTRATION OF BACTERIA 122 6.2.2 CHEMOSTAT 122 6.2.3 COMPLETELY MIXED
ACTIVATED SLUDGE REACTOR 125 6.2.3.1 PRELIMINARY REMARKS 125 6.2.3.2
MEAN RETENTION TIME, RECYCLE RATIO AND THICKENING RATIO AS PROCESS
PARAMETERS 126 VIII CONTENTS 6.2.3.3 SLUDGE AGE AS PARAMETER 128 6.2.4
PLUG FLOW REACTOR 130 6.2.5 COMPLETELY MIXED TANK CASCADES WITH SLUDGE
RECYCLE 132 6.2.6 FLOW REACTOR WITH AXIAL DISPERSION 134 6.2.7
STOICHIOMETRIC AND KINETIC COEFFICIENTS 136 6.2.8 COMPARISON OF REACTORS
137 6.3 RETENTION TIME DISTRIBUTION IN ACTIVATED SLUDGE REACTORS 138
6.3.1 RETENTION TIME DISTRIBUTION 138 6.3.2 COMPLETELY MIXED TANK 140
6.3.3 COMPLETELY MIXED TANK CASCADE 140 6.3.4 TUBE FLOW REACTOR WITH
AXIAL DISPERSION 141 6.3.5 COMPARISON BETWEEN TANK CASCADES AND TUBE
FLOW REACTORS 142 6.4 TECHNICAL SCALE ACTIVATED SLUDGE SYSTEMS FOR
CARBON REMOVAL 144 PROBLEMS 146 REFERENCES 149 7 AEROBIC TREATMENT WITH
BIOFILM SYSTEMS 151 7.1 BIOFILMS 151 7.2 BIOFILM REACTORS FOR WASTEWATER
TREATMENT 152 7.2.1 TRICKLING FILTERS 152 7.2.2 SUBMERGED AND AERATED
FIXED BED REACTORS 154 7.2.3 ROTATING DISC REACTORS 156 7.3 MECHANISMS
FOR OXYGEN MASS TRANSFER IN BIOFILM SYSTEMS 158 7.4 MODELS FOR OXYGEN
MASS TRANSFER RATES IN BIOFILM SYSTEMS 159 7.4.1 ASSUMPTIONS 259 7.4.2
MASS TRANSFER GAS/LIQUID IS RATE-LIMITING 159 7.4.3 MASS TRANSFER
LIQUID/SOLID IS RATE-LIMITING 160 7.4.4 BIOLOGICAL REACTION IS
RATE-LIMITING 160 7.4.5 DIFFUSION AND REACTION INSIDE THE BIOFILM 160
7.4.6 INFLUENCE OF DIFFUSION AND REACTION INSIDE THE BIOFILM AND OF MASS
TRANSFER LIQUID/SOLID 163 7.4.7 INFLUENCE OF MASS TRANSFER RATES AT GAS
BUBBLE AND BIOFILM SURFACES 164 PROBLEMS 164 REFERENCES 166 8 ANAEROBIC
DEGRADATION OF ORGANICS 169 8.1 CATABOLIC REACTIONS - COOPERATION OF
DIFFERENT GROUPS OF BACTERIA 169 8.1.1 SURVEY 169 8.1.2 ANAEROBIC
BACTERIA 169 8.1.2.1 ACIDOGENIC BACTERIA 169 8.1.2.2 ACETOGENIC BACTERIA
171 8.1.2.3 METHANOGENIC BACTERIA 171 8.1.3 REGULATION OF ACETOGENICS BY
METHANOGENICS 173 CONTENTS IX 8.1.4 SULFATE AND NITRATE REDUCTION 175
8.2 KINETICS - MODELS AND COEFFICIENTS 176 8.2.1 PREFACE 176 8.2.2
HYDROLYSIS AND FORMATION OF LOWER FATTY ACIDS BY ACIDOGENIC BACTERIA 176
8.2.3 TRANSFORMATION OF LOWER FATTY ACIDS BY ACETOGENIC BACTERIA 177
8.2.4 TRANSFORMATION OF ACETATE AND HYDROGEN INTO METHANE 179 8.2.5
CONCLUSIONS 180 8.3 CATABOLISM AND ANABOLISM 182 8.4 HIGH-RATE PROCESSES
184 8.4.1 INTRODUCTION 184 8.4.2 CONTACT PROCESSES 185 8.4.3 UPFLOW
ANAEROBIC SLUDGE BLANKET 187 8.4.4 ANAEROBIC FIXED BED REACTOR 188 8.4.5
ANAEROBIC ROTATING DISC REACTOR 190 8.4.6 ANAEROBIC EXPANDED AND
FLUIDIZED BED REACTORS 191 PROBLEM 192 REFERENCES 193 9 BIODEGRADATION
OF SPECIAL ORGANIC COMPOUNDS 195 9.1 INTRODUCTION 195 9.2 CHLORINATED
COMPOUNDS 196 9.2.1 CHLORINATED N-ALKANES, PARTICULARLY DICHLOROMETHANE
AND 1,2-DICHLOROETHANE 196 9.2.1.1 PROPERTIES, USE, ENVIRONMENTAL
PROBLEMS AND KINETICS 196 9.2.1.2 TREATMENT OF WASTEWATER CONTAINING DCM
OR DCA 198 9.2.2 CHLOROBENZENE 200 9.2.2.1 PROPERTIES, USE AND
ENVIRONMENTAL PROBLEMS 200 9.2.2.2 PRINCIPLES OF BIOLOGICAL DEGRADATION
200 9.2.2.3 TREATMENT OF WASTEWATER CONTAINING CHLOROBENZENES 202 9.2.3
CHLOROPHENOLS 203 9.3 NITROAROMATICS 204 9.3.1 PROPERTIES, USE,
ENVIRONMENTAL PROBLEMS AND KINETICS 204 9.3.2 TREATMENT OF WASTEWATER
CONTAINING 4-NP OR 2,4-DNT 206 9.4 POLYCYCLIC AROMATIC HYDROCARBONS AND
MINERAL OILS 206 9.4.1 PROPERTIES, USE AND ENVIRONMENTAL PROBLEMS 206
9.4.2 MINERAL OILS 207 9.4.3 BIODEGRADATION OF PAHS 209 9.4.3.1 PAHS
DISSOLVED IN WATER 209 9.4.3.2 PAHS DISSOLVED IN N-DODECANE STANDARD
EMULSION 211 9.5 AZO REACTIVE DYES 211 9.5.1 PROPERTIES, USE AND
ENVIRONMENTAL PROBLEMS 211 9.5.2 PRODUCTION OF AZO DYES IN THE CHEMICAL
INDUSTRY - BIODEGRADABILITY OF NAPHTHALENE SULFONIC ACIDS 213 9.5.3
BIODEGRADATION OF AZO DYES 215 X CONTENTS 9.5.3.1 DIRECT AEROBIC
DEGRADATION 215 9.5.3.2 ANAEROBIC REDUCTION OF AZO DYES 215 9.5.3.3
AEROBIC DEGRADATION OF METABOLITES 216 9.5.4 TREATMENT OF WASTEWATER
CONTAINING THE AZO DYE REACTIVE BLACK 5 216 9.6 FINAL REMARKS 217
REFERENCES 218 10 BIOLOGICAL NUTRIENT REMOVAL 223 10.1 INTRODUCTION 223
10.2 BIOLOGICAL NITROGEN REMOVAL 227 10.2.1 THE NITROGEN CYCLE AND THE
TECHNICAL REMOVAL PROCESS 227 10.2.2 NITRIFICATION 228 10.2.2.1
NITRIFYING BACTERIA AND STOICHIOMETRY 228 10.2.2.2 STOICHIOMETRY AND
KINETICS OF NITRIFICATION 231 10.2.2.3 PARAMETERS INFLUENCING
NITRIFICATION 235 10.2.3 DENITRIFICATION 237 10.2.3.1 DENITRIFYING
BACTERIA AND STOICHIOMETRY 237 10.2.3.2 STOICHIOMETRY AND KINETICS OF
DENITRIFICATION 239 10.2.3.3 PARAMETERS INFLUENCING DENITRIFICATION 240
10.2.4 NITRITE ACCUMULATION DURING NITRIFICATION 242 10.2.5 NEW
MICROBIAL PROCESSES FOR NITROGEN REMOVAL 243 10.3 BIOLOGICAL PHOSPHORUS
REMOVAL 244 10.3.1 ENHANCED BIOLOGICAL PHOSPHORUS REMOVAL 244 10.3.2
KINETIC MODEL FOR BIOLOGICAL PHOSPHORUS REMOVAL 245 10.3.2.1 PRELIMINARY
REMARKS 245 10.3.2.2 ANAEROBIC ZONE 246 10.3.2.3 AEROBIC ZONE 247 10.3.3
RESULTS OF A BATCH EXPERIMENT 248 10.3.4 PARAMETERS AFFECTING BIOLOGICAL
PHOSPHORUS REMOVAL 249 10.4 BIOLOGICAL NUTRIENT REMOVAL PROCESSES 250
10.4.1 PRELIMINARY REMARKS 250 10.4.2 NITROGEN REMOVAL PROCESSES 250
10.4.3 CHEMICAL AND BIOLOGICAL PHOSPHORUS REMOVAL 252 10.4.4 PROCESSES
FOR NITROGEN AND PHOSPHORUS REMOVAL 253 10.4.4.1 DIFFERENT LEVELS OF
PERFORMANCE 253 10.4.4.2 WWTP WAEMANNSDORF 255 10.4.4.3 MEMBRANE
BIOREACTORS (MBR) 257 10.5 PHOSPHORUS AND NITROGEN RECYCLE 257 10.5.1
RECYCLING OF PHOSPHORUS 257 10.5.2 RECYCLING OF NITROGEN 258 PROBLEMS
259 REFERENCES 262 CONTENTS XI 11 MODELLING OF THE ACTIVATED SLUDGE
PROCESS 267 11.1 WHY WE NEED MATHEMATICAL MODELS 267 11.2 MODELS
DESCRIBING CARBON AND NITROGEN REMOVAL 268 11.2.1 CARBON REMOVAL 268
11.2.2 CARBON REMOVAL AND BACTERIAL DECAY 269 11.2.3 CARBON REMOVAL AND
NITRIFICATION WITHOUT BACTERIAL DECAY 270 11.3 MODELS FOR OPTIMIZING THE
ACTIVATED SLUDGE PROCESS 271 11.3.1 PREFACE 271 11.3.2 MODELLING THE
INFLUENCE OF AERATION ON CARBON REMOVAL 272 11.3.3 ACTIVATED SLUDGE
MODEL 1 (ASM 1) 275 11.3.4 APPLICATION OF ASM 1 283 11.3.5 MORE
COMPLICATED MODELS AND CONCLUSIONS 285 PROBLEMS 286 REFERENCES 288 12
MEMBRANE TECHNOLOGY IN BIOLOGICAL WASTEWATER TREATMENT 291 12.1
INTRODUCTION 291 12.2 MASS TRANSPORT MECHANISM 293 12.2.1 MEMBRANE
CHARACTERISTICS AND DEFINITIONS 293 12.2.2 MASS TRANSPORT THROUGH
NON-POROUS MEMBRANES 296 12.2.3 MASS TRANSPORT THROUGH POROUS MEMBRANES
300 12.3 MASS TRANSFER RESISTANCE MECHANISMS 301 12.3.1 PREFACE 301
12.3.2 MASS TRANSFER RESISTANCES 302 12.3.3 CONCENTRATION POLARIZATION
MODEL 303 12.3.4 SOLUTION-DIFFUSION MODEL AND CONCENTRATION POLARIZATION
306 12.3.5 THE PORE MODEL AND CONCENTRATION POLARIZATION 308 12.4
PERFORMANCE AND MODULE DESIGN 308 12.4.1 MEMBRANE MATERIALS 308 12.4.2
DESIGN AND CONFIGURATION OF MEMBRANE MODULES 309 12.4.2.1 PRELIMINARY
REMARKS 309 12.4.2.2 DEAD-END CONFIGURATION 313 12.4.2.3 SUBMERGED
CONFIGURATION 314 12.4.2.4 CROSS-FLOW CONFIGURATION 314 12.4.3 MEMBRANE
FOULING AND CLEANING MANAGEMENT 315 12.4.3.1 TYPES OF FOULING PROCESSES
315 12.4.3.2 MEMBRANE CLEANING STRATEGIES 316 12.5 MEMBRANE BIOREACTORS
318 12.5.1 FINAL TREATMENT (BEHIND THE SECONDARY CLARIFIER) 318 12.5.2
MEMBRANE BIOREACTORS IN AEROBIC WASTEWATER TREATMENT 319 12.5.3 MEMBRANE
BIOREACTORS AND NUTRIENT REMOVAL 323 PROBLEMS 324 REFERENCES 327 XII
CONTENTS 13 PRODUCTION INTEGRATED WATER MANAGEMENT AND DECENTRALIZED
EFFLUENT TREATMENT 331 13.1 INTRODUCTION 331 13.2 PRODUCTION INTEGRATED
WATER MANAGEMENT IN THE CHEMICAL INDUSTRY 333 13.2.1 SUSTAINABLE
DEVELOPMENT AND PROCESS OPTIMIZATION 333 13.2.1.1 PRIMARY POINTS OF VIEW
333 13.2.1.2 MATERIAL FLOW MANAGEMENT 334 13.2.1.3 PRODUCTION OF
NAPHTHALENEDISUFONIC ACID 336 13.2.1.4 METHODOLOGY OF PROCESS
IMPROVEMENT 338 13.2.2 MINIMIZATION OF FRESH WATER USE 339 13.2.2.1
DESCRIPTION OF THE PROBLEM 339 13.2.2.2 THE CONCENTRATION/MASS FLOW RATE
DIAGRAM AND THE GRAPHICAL SOLUTION 340 13.2.3 THE NETWORK DESIGN METHOD
344 13.3 DECENTRALIZED EFFLUENT TREATMENT 346 13.3.1 MINIMIZATION OF
TREATED WASTEWATER 346 13.3.1.1 DESCRIPTION OF THE PROBLEM 346 13.3.1.2
REPRESENTATION OF TREATMENT PROCESSES IN A CONCENTRATION/MASS FLOW RATE
DIAGRAM 347 13.3.1.3 THE LOWEST WASTEWATER FLOW RATE TO TREAT 349 13.3.2
PROCESSES FOR DECENTRALIZED EFFLUENT TREATMENT 349 PROBLEMS 350
REFERENCES 354 SUBJECT INDEX 355 |
| adam_txt |
UDO WIESMANN, IN SU CHOI, EVA-MARIA DOMBROWSKI FUNDAMENTALS OF
BIOLOGICAL WASTEWATER TREATMENT BICENTENNIAL WILEY-VCH VERLAG GMBH & CO.
KGAA CONTENTS PREFACE XIII LIST OF SYMBOLS AND ABBREVIATIONS XVII 1
HISTORICAL DEVELOPMENT OF WASTEWATER COLLECTION AND TREATMENT 1 1.1
WATER SUPPLY AND WASTEWATER MANAGEMENT IN ANTIQUITY 1 1.2 WATER SUPPLY
AND WASTEWATER MANAGEMENT IN THE MEDIEVAL AGE 4 1.3 FIRST STUDIES IN
MICROBIOLOGY 7 1.4 WASTEWATER MANAGEMENT BY DIRECT DISCHARGE INTO SOIL
AND BODIES OF WATER - THE FIRST STUDIES 11 1.5 MINERALIZATION OF
ORGANICS IN RIVERS, SOILS OR BY EXPERIMENT - A CHEMICAL OR BIOLOGICAL
PROCESS? 12 1.6 EARLY BIOLOGICAL WASTEWATER TREATMENT PROCESSES 14 1.7
THE CHOLERA EPIDEMICS - WERE THEY CAUSED BY BACTERIA LIVING IN THE SOIL
OR WATER? 16 1.8 EARLY EXPERIMENTS WITH THE ACTIVATED SLUDGE PROCESS 16
1.9 TAKING SAMPLES AND MEASURING POLLUTANTS 18 1.10 EARLY REGULATIONS
FOR THE CONTROL OF WASTEWATER DISCHARGE 19 REFERENCES 20 2 WASTEWATER
CHARACTERIZATION AND REGULATIONS 25 2.1 VOLUMETRIC WASTEWATER PRODUCTION
AND DAILY CHANGES 25 2.2 POLLUTANTS 27 2.2.1 SURVEY 27 2.2.2 DISSOLVED
SUBSTANCES 28 2.2.2.1 ORGANIC SUBSTANCES 28 2.2.2.2 INORGANIC SUBSTANCES
30 2.2.3 COLLOIDS 32 2.2.3.1 OIL-IN-WATER EMULSIONS 32 2.2.3.2
SOLID-IN-WATER COLLOIDS 33 2.2.4 SUSPENDED SOLIDS 34 2.3 METHODS FOR
MEASURING DISSOLVED ORGANIC SUBSTANCES AS TOTAL PARAMETERS 34
FUNDAMENTALS OF BIOLOGICAL WASTEWATER TREATMENT. UDO WIESMANN, IN SU
CHOI, EVA-MARIA DOMBROWSKI COPYRIGHT 2007 WILEY-VCH VERLAG GMBH & CO.
KGAA, WEINHEIM ISBN: 978-3-527-31219-1 VI CONTENTS 2.3.1 BIOCHEMICAL
OXYGEN DEMAND 34 2.3.2 CHEMICAL OXYGEN DEMAND 36 2.3.3 TOTAL AND
DISSOLVED ORGANIC CARBON 37 2.4 LEGISLATION 38 2.4.1 PREFACE 38 2.4.2
GERMAN LEGISLATION 38 2.4.2.1 LEGISLATION CONCERNING DISCHARGE INTO
PUBLIC SEWERS 38 2.4.2.2 LEGISLATION CONCERNING DISCHARGE INTO WATERS 39
2.4.3 EU GUIDELINES 41 REFERENCES 42 3 MICROBIAL METABOLISM 43 3.1 SOME
REMARKS ON THE COMPOSITION AND MORPHOLOGY OF BACTERIA (EUBACTERIA) 43
3.2 PROTEINS AND NUCLEIC ACIDS 45 3.2.1 PROTEINS 45 3.2.1.1 AMINO ACIDS
45 3.2.1.2 STRUCTURE OF PROTEINS 46 3.2.1.3 PROTEINS FOR SPECIAL
PURPOSES 47 3.2.1.4 ENZYMES 47 3.2.2 NUCLEIC ACIDS 50 3.2.2.1
DESOXYRIBONUCLEIC ACID 50 3.2.2.2 RIBONUCLEIC ACID 54 3.2.2.3 DNA
REPLICATION 57 3.2.2.4 MUTATIONS 58 3.3 CATABOLISM AND ANABOLISM 59
3.3.1 ADPANDATP 59 3.3.2 TRANSPORT OF PROTONS 59 3.3.3 CATABOLISM OF
USING GLUCOSE 60 3.3.3.1 AEROBIC CONVERSION BY PROKARYOTIC CELLS 60
3.3.3.2 ANAEROBIC CONVERSION BY PROKARYOTIC CELLS 65 3.3.4 ANABOLISM 66
REFERENCES 67 4 DETERMINATION OF STOICHIOMETRIC EQUATIONS FOR CATABOLISM
AND ANABOLISM 69 4.1 INTRODUCTION 69 4.2 AEROBIC DEGRADATION OF ORGANIC
SUBSTANCES 70 4.2.1 DEGRADATION OF HYDROCARBONS WITHOUT BACTERIAL DECAY
70 4.2.2 MINERALIZATION OF 2,4-DINITROPHENOL 71 4.2.3 DEGRADATION OF
HYDROCARBONS WITH BACTERIAL DECAY 74 4.3 MEASUREMENT OF O 2 CONSUMPTION
RATE R O2 , S AND CO 2 PRODUCTION RATE R CO2-S 76 PROBLEMS 78 REFERENCES
81 CONTENTS VII 5 GAS/LIQUID OXYGEN TRANSFER AND STRIPPING 83 5.1
TRANSPORT BY DIFFUSION 83 5.2 MASS TRANSFER COEFFICIENTS 86 5.2.1
DEFINITION OF SPECIFIC MASS TRANSFER COEFFICIENTS 86 5.2.2 TWO FILM
THEORY 87 5.3 MEASUREMENT OF SPECIFIC OVERALL MASS TRANSFER COEFFICIENTS
K L A 90 5.3.1 ABSORPTION OF OXYGEN DURING AERATION 90 5.3.1.1 STEADY
STATE METHOD 90 5.3.1.2 NON-STEADY STATE METHOD 91 5.3.1.3 DYNAMIC
METHOD IN WASTEWATER MIXED WITH ACTIVATED SLUDGE 92 5.3.2 DESORPTION OF
VOLATILE COMPONENTS DURING AERATION 93 5.4 OXYGEN TRANSFER RATE, ENERGY
CONSUMPTION AND EFFICIENCY IN LARGE-SCALE PLANTS 95 5.4.1 SURFACE
AERATION 95 5.4.1.1 OXYGEN TRANSFER RATE 95 5.4.1.2 POWER CONSUMPTION
AND EFFICIENCY 96 5.4.2 DEEP TANK AERATION 98 5.4.2.1 PRELIMINARY
REMARKS 98 5.4.2.2 THE SIMPLE PLUG FLOW MODEL 99 5.4.2.3 PROPOSED MODEL
OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS 101 5.4.2.4 FURTHER MODELS
103 5.4.2.5 OXYGEN TRANSFER RATE 103 5.4.2.6 POWER CONSUMPTION AND
EFFICIENCY 106 5.4.2.7 MONITORING OF DEEP TANKS 306 5.5 DIMENSIONAL
ANALYSIS AND TRANSFER OF MODELS 108 5.5.1 INTRODUCTION 108 5.5.2 POWER
CONSUMPTION OF A STIRRED, NON-AERATED TANK - A SIMPLE EXAMPLE 109 5.5.3
DESCRIPTION OF OXYGEN TRANSFER, POWER CONSUMPTION AND EFFICIENCY BY
SURFACE AERATORS USING DIMENSIONLESS NUMBERS 112 5.5.4 APPLICATION OF
DIMENSIONLESS NUMBERS FOR SURFACE AERATION 113 PROBLEM 115 REFERENCES
117 6 AEROBIC WASTEWATER TREATMENT IN ACTIVATED SLUDGE SYSTEMS 119 6.1
INTRODUCTION 119 6.2 KINETIC AND REACTION ENGINEERING MODELS WITH AND
WITHOUT OXYGEN LIMITATION 119 6.2.1 BATCH REACTORS 119 6.2.1.1 WITH HIGH
INITIAL CONCENTRATION OF BACTERIA 11 9 6.2.1.2 WITH LOW INITIAL
CONCENTRATION OF BACTERIA 122 6.2.2 CHEMOSTAT 122 6.2.3 COMPLETELY MIXED
ACTIVATED SLUDGE REACTOR 125 6.2.3.1 PRELIMINARY REMARKS 125 6.2.3.2
MEAN RETENTION TIME, RECYCLE RATIO AND THICKENING RATIO AS PROCESS
PARAMETERS 126 VIII CONTENTS 6.2.3.3 SLUDGE AGE AS PARAMETER 128 6.2.4
PLUG FLOW REACTOR 130 6.2.5 COMPLETELY MIXED TANK CASCADES WITH SLUDGE
RECYCLE 132 6.2.6 FLOW REACTOR WITH AXIAL DISPERSION 134 6.2.7
STOICHIOMETRIC AND KINETIC COEFFICIENTS 136 6.2.8 COMPARISON OF REACTORS
137 6.3 RETENTION TIME DISTRIBUTION IN ACTIVATED SLUDGE REACTORS 138
6.3.1 RETENTION TIME DISTRIBUTION 138 6.3.2 COMPLETELY MIXED TANK 140
6.3.3 COMPLETELY MIXED TANK CASCADE 140 6.3.4 TUBE FLOW REACTOR WITH
AXIAL DISPERSION 141 6.3.5 COMPARISON BETWEEN TANK CASCADES AND TUBE
FLOW REACTORS 142 6.4 TECHNICAL SCALE ACTIVATED SLUDGE SYSTEMS FOR
CARBON REMOVAL 144 PROBLEMS 146 REFERENCES 149 7 AEROBIC TREATMENT WITH
BIOFILM SYSTEMS 151 7.1 BIOFILMS 151 7.2 BIOFILM REACTORS FOR WASTEWATER
TREATMENT 152 7.2.1 TRICKLING FILTERS 152 7.2.2 SUBMERGED AND AERATED
FIXED BED REACTORS 154 7.2.3 ROTATING DISC REACTORS 156 7.3 MECHANISMS
FOR OXYGEN MASS TRANSFER IN BIOFILM SYSTEMS 158 7.4 MODELS FOR OXYGEN
MASS TRANSFER RATES IN BIOFILM SYSTEMS 159 7.4.1 ASSUMPTIONS 259 7.4.2
MASS TRANSFER GAS/LIQUID IS RATE-LIMITING 159 7.4.3 MASS TRANSFER
LIQUID/SOLID IS RATE-LIMITING 160 7.4.4 BIOLOGICAL REACTION IS
RATE-LIMITING 160 7.4.5 DIFFUSION AND REACTION INSIDE THE BIOFILM 160
7.4.6 INFLUENCE OF DIFFUSION AND REACTION INSIDE THE BIOFILM AND OF MASS
TRANSFER LIQUID/SOLID 163 7.4.7 INFLUENCE OF MASS TRANSFER RATES AT GAS
BUBBLE AND BIOFILM SURFACES 164 PROBLEMS 164 REFERENCES 166 8 ANAEROBIC
DEGRADATION OF ORGANICS 169 8.1 CATABOLIC REACTIONS - COOPERATION OF
DIFFERENT GROUPS OF BACTERIA 169 8.1.1 SURVEY 169 8.1.2 ANAEROBIC
BACTERIA 169 8.1.2.1 ACIDOGENIC BACTERIA 169 8.1.2.2 ACETOGENIC BACTERIA
171 8.1.2.3 METHANOGENIC BACTERIA 171 8.1.3 REGULATION OF ACETOGENICS BY
METHANOGENICS 173 CONTENTS IX 8.1.4 SULFATE AND NITRATE REDUCTION 175
8.2 KINETICS - MODELS AND COEFFICIENTS 176 8.2.1 PREFACE 176 8.2.2
HYDROLYSIS AND FORMATION OF LOWER FATTY ACIDS BY ACIDOGENIC BACTERIA 176
8.2.3 TRANSFORMATION OF LOWER FATTY ACIDS BY ACETOGENIC BACTERIA 177
8.2.4 TRANSFORMATION OF ACETATE AND HYDROGEN INTO METHANE 179 8.2.5
CONCLUSIONS 180 8.3 CATABOLISM AND ANABOLISM 182 8.4 HIGH-RATE PROCESSES
184 8.4.1 INTRODUCTION 184 8.4.2 CONTACT PROCESSES 185 8.4.3 UPFLOW
ANAEROBIC SLUDGE BLANKET 187 8.4.4 ANAEROBIC FIXED BED REACTOR 188 8.4.5
ANAEROBIC ROTATING DISC REACTOR 190 8.4.6 ANAEROBIC EXPANDED AND
FLUIDIZED BED REACTORS 191 PROBLEM 192 REFERENCES 193 9 BIODEGRADATION
OF SPECIAL ORGANIC COMPOUNDS 195 9.1 INTRODUCTION 195 9.2 CHLORINATED
COMPOUNDS 196 9.2.1 CHLORINATED N-ALKANES, PARTICULARLY DICHLOROMETHANE
AND 1,2-DICHLOROETHANE 196 9.2.1.1 PROPERTIES, USE, ENVIRONMENTAL
PROBLEMS AND KINETICS 196 9.2.1.2 TREATMENT OF WASTEWATER CONTAINING DCM
OR DCA 198 9.2.2 CHLOROBENZENE 200 9.2.2.1 PROPERTIES, USE AND
ENVIRONMENTAL PROBLEMS 200 9.2.2.2 PRINCIPLES OF BIOLOGICAL DEGRADATION
200 9.2.2.3 TREATMENT OF WASTEWATER CONTAINING CHLOROBENZENES 202 9.2.3
CHLOROPHENOLS 203 9.3 NITROAROMATICS 204 9.3.1 PROPERTIES, USE,
ENVIRONMENTAL PROBLEMS AND KINETICS 204 9.3.2 TREATMENT OF WASTEWATER
CONTAINING 4-NP OR 2,4-DNT 206 9.4 POLYCYCLIC AROMATIC HYDROCARBONS AND
MINERAL OILS 206 9.4.1 PROPERTIES, USE AND ENVIRONMENTAL PROBLEMS 206
9.4.2 MINERAL OILS 207 9.4.3 BIODEGRADATION OF PAHS 209 9.4.3.1 PAHS
DISSOLVED IN WATER 209 9.4.3.2 PAHS DISSOLVED IN N-DODECANE STANDARD
EMULSION 211 9.5 AZO REACTIVE DYES 211 9.5.1 PROPERTIES, USE AND
ENVIRONMENTAL PROBLEMS 211 9.5.2 PRODUCTION OF AZO DYES IN THE CHEMICAL
INDUSTRY - BIODEGRADABILITY OF NAPHTHALENE SULFONIC ACIDS 213 9.5.3
BIODEGRADATION OF AZO DYES 215 X CONTENTS 9.5.3.1 DIRECT AEROBIC
DEGRADATION 215 9.5.3.2 ANAEROBIC REDUCTION OF AZO DYES 215 9.5.3.3
AEROBIC DEGRADATION OF METABOLITES 216 9.5.4 TREATMENT OF WASTEWATER
CONTAINING THE AZO DYE REACTIVE BLACK 5 216 9.6 FINAL REMARKS 217
REFERENCES 218 10 BIOLOGICAL NUTRIENT REMOVAL 223 10.1 INTRODUCTION 223
10.2 BIOLOGICAL NITROGEN REMOVAL 227 10.2.1 THE NITROGEN CYCLE AND THE
TECHNICAL REMOVAL PROCESS 227 10.2.2 NITRIFICATION 228 10.2.2.1
NITRIFYING BACTERIA AND STOICHIOMETRY 228 10.2.2.2 STOICHIOMETRY AND
KINETICS OF NITRIFICATION 231 10.2.2.3 PARAMETERS INFLUENCING
NITRIFICATION 235 10.2.3 DENITRIFICATION 237 10.2.3.1 DENITRIFYING
BACTERIA AND STOICHIOMETRY 237 10.2.3.2 STOICHIOMETRY AND KINETICS OF
DENITRIFICATION 239 10.2.3.3 PARAMETERS INFLUENCING DENITRIFICATION 240
10.2.4 NITRITE ACCUMULATION DURING NITRIFICATION 242 10.2.5 NEW
MICROBIAL PROCESSES FOR NITROGEN REMOVAL 243 10.3 BIOLOGICAL PHOSPHORUS
REMOVAL 244 10.3.1 ENHANCED BIOLOGICAL PHOSPHORUS REMOVAL 244 10.3.2
KINETIC MODEL FOR BIOLOGICAL PHOSPHORUS REMOVAL 245 10.3.2.1 PRELIMINARY
REMARKS 245 10.3.2.2 ANAEROBIC ZONE 246 10.3.2.3 AEROBIC ZONE 247 10.3.3
RESULTS OF A BATCH EXPERIMENT 248 10.3.4 PARAMETERS AFFECTING BIOLOGICAL
PHOSPHORUS REMOVAL 249 10.4 BIOLOGICAL NUTRIENT REMOVAL PROCESSES 250
10.4.1 PRELIMINARY REMARKS 250 10.4.2 NITROGEN REMOVAL PROCESSES 250
10.4.3 CHEMICAL AND BIOLOGICAL PHOSPHORUS REMOVAL 252 10.4.4 PROCESSES
FOR NITROGEN AND PHOSPHORUS REMOVAL 253 10.4.4.1 DIFFERENT LEVELS OF
PERFORMANCE 253 10.4.4.2 WWTP WAEMANNSDORF 255 10.4.4.3 MEMBRANE
BIOREACTORS (MBR) 257 10.5 PHOSPHORUS AND NITROGEN RECYCLE 257 10.5.1
RECYCLING OF PHOSPHORUS 257 10.5.2 RECYCLING OF NITROGEN 258 PROBLEMS
259 REFERENCES 262 CONTENTS XI 11 MODELLING OF THE ACTIVATED SLUDGE
PROCESS 267 11.1 WHY WE NEED MATHEMATICAL MODELS 267 11.2 MODELS
DESCRIBING CARBON AND NITROGEN REMOVAL 268 11.2.1 CARBON REMOVAL 268
11.2.2 CARBON REMOVAL AND BACTERIAL DECAY 269 11.2.3 CARBON REMOVAL AND
NITRIFICATION WITHOUT BACTERIAL DECAY 270 11.3 MODELS FOR OPTIMIZING THE
ACTIVATED SLUDGE PROCESS 271 11.3.1 PREFACE 271 11.3.2 MODELLING THE
INFLUENCE OF AERATION ON CARBON REMOVAL 272 11.3.3 ACTIVATED SLUDGE
MODEL 1 (ASM 1) 275 11.3.4 APPLICATION OF ASM 1 283 11.3.5 MORE
COMPLICATED MODELS AND CONCLUSIONS 285 PROBLEMS 286 REFERENCES 288 12
MEMBRANE TECHNOLOGY IN BIOLOGICAL WASTEWATER TREATMENT 291 12.1
INTRODUCTION 291 12.2 MASS TRANSPORT MECHANISM 293 12.2.1 MEMBRANE
CHARACTERISTICS AND DEFINITIONS 293 12.2.2 MASS TRANSPORT THROUGH
NON-POROUS MEMBRANES 296 12.2.3 MASS TRANSPORT THROUGH POROUS MEMBRANES
300 12.3 MASS TRANSFER RESISTANCE MECHANISMS 301 12.3.1 PREFACE 301
12.3.2 MASS TRANSFER RESISTANCES 302 12.3.3 CONCENTRATION POLARIZATION
MODEL 303 12.3.4 SOLUTION-DIFFUSION MODEL AND CONCENTRATION POLARIZATION
306 12.3.5 THE PORE MODEL AND CONCENTRATION POLARIZATION 308 12.4
PERFORMANCE AND MODULE DESIGN 308 12.4.1 MEMBRANE MATERIALS 308 12.4.2
DESIGN AND CONFIGURATION OF MEMBRANE MODULES 309 12.4.2.1 PRELIMINARY
REMARKS 309 12.4.2.2 DEAD-END CONFIGURATION 313 12.4.2.3 SUBMERGED
CONFIGURATION 314 12.4.2.4 CROSS-FLOW CONFIGURATION 314 12.4.3 MEMBRANE
FOULING AND CLEANING MANAGEMENT 315 12.4.3.1 TYPES OF FOULING PROCESSES
315 12.4.3.2 MEMBRANE CLEANING STRATEGIES 316 12.5 MEMBRANE BIOREACTORS
318 12.5.1 FINAL TREATMENT (BEHIND THE SECONDARY CLARIFIER) 318 12.5.2
MEMBRANE BIOREACTORS IN AEROBIC WASTEWATER TREATMENT 319 12.5.3 MEMBRANE
BIOREACTORS AND NUTRIENT REMOVAL 323 PROBLEMS 324 REFERENCES 327 XII
CONTENTS 13 PRODUCTION INTEGRATED WATER MANAGEMENT AND DECENTRALIZED
EFFLUENT TREATMENT 331 13.1 INTRODUCTION 331 13.2 PRODUCTION INTEGRATED
WATER MANAGEMENT IN THE CHEMICAL INDUSTRY 333 13.2.1 SUSTAINABLE
DEVELOPMENT AND PROCESS OPTIMIZATION 333 13.2.1.1 PRIMARY POINTS OF VIEW
333 13.2.1.2 MATERIAL FLOW MANAGEMENT 334 13.2.1.3 PRODUCTION OF
NAPHTHALENEDISUFONIC ACID 336 13.2.1.4 METHODOLOGY OF PROCESS
IMPROVEMENT 338 13.2.2 MINIMIZATION OF FRESH WATER USE 339 13.2.2.1
DESCRIPTION OF THE PROBLEM 339 13.2.2.2 THE CONCENTRATION/MASS FLOW RATE
DIAGRAM AND THE GRAPHICAL SOLUTION 340 13.2.3 THE NETWORK DESIGN METHOD
344 13.3 DECENTRALIZED EFFLUENT TREATMENT 346 13.3.1 MINIMIZATION OF
TREATED WASTEWATER 346 13.3.1.1 DESCRIPTION OF THE PROBLEM 346 13.3.1.2
REPRESENTATION OF TREATMENT PROCESSES IN A CONCENTRATION/MASS FLOW RATE
DIAGRAM 347 13.3.1.3 THE LOWEST WASTEWATER FLOW RATE TO TREAT 349 13.3.2
PROCESSES FOR DECENTRALIZED EFFLUENT TREATMENT 349 PROBLEMS 350
REFERENCES 354 SUBJECT INDEX 355 |
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| author | Wiesmann, Udo 1936- Choi, In Su Dombrowski, Eva-Maria |
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| bvnumber | BV022260595 |
| callnumber-first | T - Technology |
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| dewey-full | 628.35 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 628 - Sanitary engineering |
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| discipline | Maschinenbau / Maschinenwesen Allgemeines Biologie Bauingenieurwesen Umwelt |
| discipline_str_mv | Maschinenbau / Maschinenwesen Allgemeines Biologie Bauingenieurwesen Umwelt |
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| index_date | 2024-07-02T16:42:42Z |
| indexdate | 2024-11-08T15:01:43Z |
| institution | BVB |
| isbn | 9783527312191 3527312196 |
| language | English |
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| spelling | Wiesmann, Udo 1936- Verfasser (DE-588)106016636 aut Fundamentals of biological wastewater treatment Udo Wiesmann ; In Su Choi ; Eva-Maria Dombrowski Weinheim Wiley-VCH-Verl. 2007 XXVII, 362 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturangaben Sewage Purification Biological treatment Water Purification Biological treatment Biologische Abwasserreinigung (DE-588)4112771-7 gnd rswk-swf Biologische Abwasserreinigung (DE-588)4112771-7 s DE-604 Choi, In Su Verfasser aut Dombrowski, Eva-Maria Verfasser aut text/html http://deposit.dnb.de/cgi-bin/dokserv?id=2774611&prov=M&dok_var=1&dok_ext=htm Inhaltstext HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015471244&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Wiesmann, Udo 1936- Choi, In Su Dombrowski, Eva-Maria Fundamentals of biological wastewater treatment Sewage Purification Biological treatment Water Purification Biological treatment Biologische Abwasserreinigung (DE-588)4112771-7 gnd |
| subject_GND | (DE-588)4112771-7 |
| title | Fundamentals of biological wastewater treatment |
| title_auth | Fundamentals of biological wastewater treatment |
| title_exact_search | Fundamentals of biological wastewater treatment |
| title_exact_search_txtP | Fundamentals of biological wastewater treatment |
| title_full | Fundamentals of biological wastewater treatment Udo Wiesmann ; In Su Choi ; Eva-Maria Dombrowski |
| title_fullStr | Fundamentals of biological wastewater treatment Udo Wiesmann ; In Su Choi ; Eva-Maria Dombrowski |
| title_full_unstemmed | Fundamentals of biological wastewater treatment Udo Wiesmann ; In Su Choi ; Eva-Maria Dombrowski |
| title_short | Fundamentals of biological wastewater treatment |
| title_sort | fundamentals of biological wastewater treatment |
| topic | Sewage Purification Biological treatment Water Purification Biological treatment Biologische Abwasserreinigung (DE-588)4112771-7 gnd |
| topic_facet | Sewage Purification Biological treatment Water Purification Biological treatment Biologische Abwasserreinigung |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=2774611&prov=M&dok_var=1&dok_ext=htm http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015471244&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT wiesmannudo fundamentalsofbiologicalwastewatertreatment AT choiinsu fundamentalsofbiologicalwastewatertreatment AT dombrowskievamaria fundamentalsofbiologicalwastewatertreatment |