BOOK
Microbial Growth in Drinking Water Supplies
Dick van der Kooij | Paul W. J. J. van der Wielen | Diego Rosso | Andrew Shaw | Dietrich Borchardt | Ralf Ibisch | Dirk Apgar | Jay Witherspoon | Dominic M. di Toro | Paul R. Paquin | Don Mavinic | Fred Koch | Emmanuelle Guillot | Jean-Francois Loret | Erhard Hoffmann | Hallvard Ødegaard | Francesc Hernandez-Sancho | Maria Molinos-Senante
(2013)
Additional Information
Book Details
Abstract
Maintaining the microbial quality in distribution systems and connected installations remains a challenge for the water supply companies all over the world, despite many years of research. This book identifies the main concerns and knowledge gaps related to regrowth and stimulates cooperation in future research. Microbial Growth in Drinking Water Supplies provides an overview of the regrowth issue in different countries and the water quality problems related to regrowth. The book assesses the causes of regrowth in drinking water and the prevention of regrowth by water treatment and distribution.Â
Editors: Dirk van der Kooij and Paul W.J.J. van der Wielen, KWR Watercycle Research Institute, The NetherlandsÂ
Table of Contents
Section Title | Page | Action | Price |
---|---|---|---|
Cover\r | Cover | ||
Contents | v | ||
Authors and co-authors | xvii | ||
Acknowledgements | xxv | ||
Foreword | xxvii | ||
Chapter 1:\rGeneral introduction | 1 | ||
1.1 WATER-SUPPLY MICROBIOLOGY\r | 1 | ||
1.1.1 Discoveries and impact | 1 | ||
1.1.2 A century of progress | 2 | ||
1.2 REGROWTH: PROBLEMS AND ASSESSMENT | 5 | ||
1.2.1 Problems | 5 | ||
1.2.2 Regrowth assessment | 8 | ||
1.3 CAUSES OF REGROWTH | 9 | ||
1.3.1 Growth kinetics and growth potential assessment | 10 | ||
1.3.1.1 Growth kinetics | 10 | ||
1.3.1.2 Assessment of the microbial-growth potential of drinking water | 13 | ||
1.3.2 Temperature | 14 | ||
1.3.3 Biofilms, sediments and hydraulics | 15 | ||
1.3.3.1 Biofilms | 15 | ||
1.3.3.2 Sediments | 18 | ||
1.3.4 Construction materials | 18 | ||
1.3.5 Disinfectant residual | 19 | ||
1.4 SCOPE AND AIM | 19 | ||
Acknowledgements | 20 | ||
1.5 REFERENCES | 20 | ||
Chapter 2: Measurement of biostability and impacts on water treatment in the US | 33 | ||
2.1 INTRODUCTION | 33 | ||
2.2 MEASUREMENT OF BIODEGRADABLE ORGANIC MATTER IN WATER | 34 | ||
2.3 CONCENTRATIONS OF AOC AND BDOC IN US DRINKING WATER SUPPLIES | 37 | ||
2.4 IMPACT OF WATER TREATMENT ON BOM | 40 | ||
2.4.1 Watersheds | 40 | ||
2.4.2 Disinfection | 41 | ||
2.4.3 Coagulation and sedimentation | 42 | ||
2.4.4 Granular media filtration | 42 | ||
2.4.5 Membrane filtration | 42 | ||
2.4.6 Bank infiltration | 44 | ||
2.4.7 Recycling of backwash water | 45 | ||
2.5 MATERIALS IN CONTACT WITH WATER | 45 | ||
2.6 DEVELOPMENT OF A BIOLUMINESCENCE AOC METHOD\r | 46 | ||
2.6.1 Bioluminescence AOC assay | 46 | ||
2.6.2 Application of the bioluminescence AOC assay | 48 | ||
2.6.3 Development of a salt water bioluminescence AOC test | 50 | ||
2.7 CONCLUSIONS | 51 | ||
2.8 REFERENCES | 52 | ||
Chapter 3: Removal of organic matter in water treatment systems - Case studies in Japan\r | 57 | ||
3.1 INTRODUCTION | 57 | ||
3.2 ADVANCED WATER PURIFICATION SYSTEM IN OSAKAWATER WORKS\r | 57 | ||
3.2.1 Reduction of chlorine dosage | 57 | ||
3.2.2 Bacterial-regrowth control by AOC reduction and less chlorine dosage | 58 | ||
3.3 ORGANIC REMOVALS IN A HYBRID MEMBRANE FILTRATION SYSTEM\r | 61 | ||
3.3.1 PVDF MF membrane filtration coupled withpre-ozonation | 61 | ||
3.3.2 PTFE MF membrane filtration coupled with powdered activated carbon adsorption and biological/chemical oxidation | 65 | ||
3.3.3 Biofilm-membrane reactor for advanced drinking water treatment | 69 | ||
3.4 CONCLUSION | 71 | ||
3.5 REFERENCES | 71 | ||
Chapter 4:\rOrganic matter, pipe materials, disinfectants and biofilms in distribution systems | 73 | ||
4.1 INTRODUCTION | 73 | ||
4.1.1 Organic matter and heterotrophic bacterial growth | 74 | ||
4.1.2 Disinfectans, NOM and microbial growth | 75 | ||
4.1.2.1 Primary disinfection | 75 | ||
4.1.2.2 Secondary disinfection | 77 | ||
4.1.3 Pipe materials | 78 | ||
4.2 INTERACTIONS OF FACTORS AND BIOFILM GROWTH\r | 79 | ||
4.2.1 Importance of organic carbon and chlorineon biofilms | 79 | ||
4.2.2 Importance of iron-corrosion products | 81 | ||
4.2.3 Iron, organics and disinfectants | 81 | ||
4.2.4 Iron, organics, disinfectants and corrosion control | 84 | ||
4.2.4.1 Corrosion products and iron oxide coated beads | 84 | ||
4.2.4.2 Laboratory and pilot distribution system studies | 85 | ||
4.3 CONCLUSIONS AND RECOMMENDATIONS | 88 | ||
4.4 REFERENCES | 90 | ||
Chapter 5:\rSafe distribution without a disinfectant residual | 95 | ||
5.1 INTRODUCTION\r | 95 | ||
5.1.1 Safe distribution of water: to disinfect\ror not to disinfect? | 95 | ||
5.1.2 The road to distribution without disinfectant residual in the Netherlands | 98 | ||
5.1.3 Microbial safety in water legislation in the Netherlands | 100 | ||
5.2 GOOD ENGINEERING PRACTICE | 100 | ||
5.3 EVIDENCE OF SAFE DISTRIBUTION WITHOUT DISINFECTANT RESIDUAL | 101 | ||
5.3.1 Evidence from waterborne outbreaks | 102 | ||
5.3.2 Evidence from contamination events | 105 | ||
5.3.3 Evidence from water quality monitoring | 109 | ||
5.3.4 Evidence from operational monitoring | 113 | ||
5.4 SYNOPSIS | 116 | ||
5.5 OUTLOOK\r | 117 | ||
5.5.1 Improved microbiological monitoring | 117 | ||
5.5.2 Improved monitoring by combining sentinel sensors with rapid microbiological assays | 118 | ||
5.5.3 Improved use of operational monitoring | 118 | ||
5.5.4 Epidemiology to assess safety | 119 | ||
5.5.5 QMRA to improve science-based management | 119 | ||
Acknowledgements | 120 | ||
5.6 REFERENCES | 120 | ||
Chapter 6:\rLegionella in drinking-water supplies | 127 | ||
6.1 INTRODUCTION | 127 | ||
6.2 INCIDENCE AND CAUSAL ORGANISMS\r | 129 | ||
6.2.1 Legionnaires’ disease in Europe and the US | 129 | ||
6.2.2 Identity of clinical and environmental isolates | 130 | ||
6.2.2.1 Clinical isolates | 130 | ||
6.2.2.2 Environmental isolates | 131 | ||
6.2.2.3 Monoclonal antibody (MAb) types | 133 | ||
6.2.2.4 Sequence-based types (STs) | 133 | ||
6.2.3 Infectious dose | 134 | ||
6.3 ECOLOGY OF L. PNEUMOPHILA\r | 134 | ||
6.3.1 Growth substrates and amoebae | 135 | ||
6.3.2 Temperature effects | 136 | ||
6.3.2.1 Laboratory systems | 137 | ||
6.3.2.2 Natural and man-made aquatic environments | 138 | ||
6.4 LEGIONELLAE IN DRINKING-WATER SUPPLIES | 140 | ||
6.4.1 Drinking water distribution systems | 141 | ||
6.4.2 Hospitals, hotels and homes | 142 | ||
6.4.2.1 Hospitals and hotels | 142 | ||
6.4.2.2 Homes | 143 | ||
6.4.3 Critical concentration | 146 | ||
6.4.4 Disinfectant residual | 146 | ||
6.4.5 Plumbing materials | 149 | ||
6.5 CONTROLMEASURES IN POTABLE-WATER SYSTEMS\r | 151 | ||
6.5.1 Regulations, standards and guidelines | 151 | ||
6.5.2 Water temperature management | 153 | ||
6.5.3 Disinfection technologies | 153 | ||
6.5.4 Limiting accumulation of biofilms and sediments | 154 | ||
6.6 DISCUSSION AND PERSPECTIVE\r | 155 | ||
6.6.1 True incidence of LD | 155 | ||
6.6.2 Water-supply associated LD | 156 | ||
6.6.3 Drinking-water quality | 158 | ||
6.6.4 Temperature and virulence | 159 | ||
6.6.5 Perspective | 159 | ||
Acknowledgements | 160 | ||
6.7 REFERENCES | 160 | ||
Chapter 7:\rOpportunistic pathogens in drinking water in the Netherlands | 177 | ||
7.1 INTRODUCTION | 177 | ||
7.1.1 Climate change | 177 | ||
7.1.2 Demographic change | 178 | ||
7.2 LITERATURE SURVEY | 178 | ||
7.2.1 (Reported) cases in the Netherlands | 179 | ||
7.2.2 Epidemiological link between organisms from drinking water and patients | 181 | ||
7.2.3 Occurrence of opportunistic pathogens in drinking water in the Netherlands | 182 | ||
7.2.4 Effect of temperature on growth of opportunistic pathogens | 183 | ||
7.2.5 Priority for further research | 184 | ||
7.3 DETECTION OF OPPORTUNISTIC PATHOGENS IN DRINKING WATER | 185 | ||
7.3.1 Fungi and Aspergillus fumigatus | 186 | ||
7.3.2 Mycobacteria and Mycobacterium avium complex | 188 | ||
7.3.3 Pseudomonas aeruginosa | 189 | ||
7.3.4 Stenotrophomonas maltophilia | 190 | ||
7.4 OPPORTUNISTIC PATHOGENS IN UNCHLORINATED DRINKING WATER | 191 | ||
7.4.1 Temperature, ATP and cell numbers | 192 | ||
7.4.2 Opportunistic pathogens | 192 | ||
Acknowledgements | 198 | ||
7.5 REFERENCES | 198 | ||
Chapter 8:\rThe last meters before the tap: where drinking water quality is at risk | 207 | ||
8.1 INTRODUCTION | 207 | ||
8.1.1 Biofilms in drinking water systems | 207 | ||
8.1.2 The problem of pathogen detection | 208 | ||
8.2 DRINKING WATER INSTALLATIONS IN BUILDINGS VS. PUBLIC NETWORKS | 209 | ||
8.2.1 Surveillance – the twilight zone\r | 210 | ||
8.3 THE ROLE OF MATERIALS | 212 | ||
8.3.1 Biofilm formation of new and aged materials | 216 | ||
8.4 THE RESULT OF QUANTIFICATION OF BACTERIA IN DRINKING WATER AND BIOFILMS DEPENDS UPON THE ANALYTICAL METHOD | 217 | ||
8.4.1 L. pneumophila and P. aeruginosa incorporated\rinto drinking water biofilms as a potential water\rcontamination source | 219 | ||
8.4.2 The influence of copper ions | 222 | ||
8.5 DISINFECTION | 226 | ||
8.6 POPULATION ANALYSIS | 227 | ||
8.7 CONCLUSIONS | 229 | ||
8.8 SUMMARY | 230 | ||
Acknowledgements | 232 | ||
8.9 REFERENCES | 232 | ||
Chapter 9:\rInvertebrates in drinking water distribution systems | 239 | ||
9.1 INTRODUCTION\r | 239 | ||
9.1.1 Invertebrates in drinking water | 239 | ||
9.1.2 Significance | 239 | ||
9.2 ECOLOGY\r | 241 | ||
9.2.1 Hypotheses | 241 | ||
9.2.2 Feeding, growth and reproduction | 242 | ||
9.3 ABUNDANCE IN DISTRIBUTION SYSTEMS\r | 243 | ||
9.3.1 Methods, sampling sites and sampling programme | 243 | ||
9.3.2 Abundance in drinking water | 245 | ||
9.3.3 Abundance in water flushed from mains | 247 | ||
9.3.4 Variability within and between distribution systems | 248 | ||
9.4 CORRELATIONS WITH BIOFILM, NOM AND SEDIMENTS\r | 253 | ||
9.4.1 Biofilm Formation Rate (BFR) and naturalorganic matter (NOM) | 253 | ||
9.4.2 Correlation with biostability of finished water | 254 | ||
9.4.3 Correlation with NOM and sediment | 255 | ||
9.5 CONCLUSIONS | 257 | ||
Acknowledgements | 258 | ||
9.6 REFERENCES | 258 | ||
Chapter 10:\rEmerging issues of biological stability in drinking water distribution systems | 261 | ||
10.1 INTRODUCTION | 261 | ||
10.2 BIODIVERSITY OF BIOFILMS\r | 265 | ||
10.2.1 Bacterial abundance | 265 | ||
10.2.2 Bacterial pathogens and faecal indicators in drinking water biofilms | 268 | ||
10.3 EFFECTS OF PIPE MATERIAL AND CORROSION CONTROL | 271 | ||
10.3.1 Comparison of biofilm support potential | 272 | ||
10.3.2 Lining, coating, gasket and lubricant materials | 273 | ||
10.3.3 Corrosion and the addition of phosphate-based inhibitors | 273 | ||
10.4 OPERATION OF THE DISTRIBUTION SYSTEM | 275 | ||
10.4.1 Water velocity and pipe biofilms | 275 | ||
10.4.2 Low water movement and/or stagnation in the distribution system | 275 | ||
10.4.3 Sediment accumulation and pipe flushing | 276 | ||
10.5 CONCLUSION | 277 | ||
10.6 REFERENCES | 278 | ||
Chapter 11:\rRegrowth problems and biological stability assessment in the Netherlands | 291 | ||
11.1 INTRODUCTION | 291 | ||
11.1.1 Water treatment and distribution systems | 291 | ||
11.1.2 NOM and bacteria in treated water | 294 | ||
11.2 REGROWTH\r | 295 | ||
11.2.1 Compliance with standards | 295 | ||
11.2.2 Aeromonads and coliforms | 296 | ||
11.2.3 Legionella | 296 | ||
11.2.4 Free-living protozoa (FLP) | 298 | ||
11.2.5 Other (micro)organisms in drinking water | 300 | ||
11.3 ASSESSMENT OF REGROWTH POTENTIAL | 301 | ||
11.3.1 Assimilable organic carbon (AOC) | 302 | ||
11.3.1.1 Method | 302 | ||
11.3.1.2 AOC-reduction tests | 304 | ||
11.3.1.3 Effects of water treatment | 305 | ||
11.3.1.4 Clogging of filter beds, injection wells and spiral-wound membranes | 308 | ||
11.3.2 Biofilm formation rate (BFR) | 308 | ||
11.3.3 Biomass production potential (BPP) of materials in contact with drinking water | 311 | ||
11.4 IMPROVED METHODS FOR ASSESSING THE MICROBIAL GROWTH POTENTIAL OF WATER | 313 | ||
11.4.1 Biomass production potential (BPP) of water | 313 | ||
11.4.2 Continuous biofouling monitor (CBM) | 314 | ||
11.4.3. Boiler-biofilm monitor (BBM) | 315 | ||
11.5 EVALUATION\r | 317 | ||
11.5.1 Regrowth assessment | 317 | ||
11.5.2 Biostability assessment | 318 | ||
11.5.3 Defining biostability | 321 | ||
11.5.3.1 AOC, BDOC and BFR | 321 | ||
11.5.3.2 Biological-stability classification | 322 | ||
11.5.3.3 ATP-based biostability assessment (ABBA) | 324 | ||
11.5.4 Regrowth control | 325 | ||
11.5.4.1 Treatment | 325 | ||
11.5.4.2 Distribution | 326 | ||
11.6 SUMMARY AND CONCLUSIONS\r | 326 | ||
11.6.1 Regrowth | 326 | ||
11.6.2 Biostability assessment | 327 | ||
Acknowledgement | 327 | ||
11.7 REFERENCES | 327 | ||
Chapter 12:\rEnhancement of microbial growth by materials in contact with drinking water: problems and test methods | 339 | ||
12.1 INTRODUCTION | 339 | ||
12.2 MICROBIALWATER QUALITY PROBLEMS\r | 340 | ||
12.2.1 Microbial growth | 341 | ||
12.2.2 Problems | 341 | ||
12.3 TEST METHODS\r | 343 | ||
12.3.1 Need for test methods | 343 | ||
12.3.2 Available test methods | 344 | ||
12.4 STANDARDISATION OF TEST METHODS IN EUROPE\r | 345 | ||
12.4.1 Research related to the EuropeanAcceptance Scheme | 345 | ||
12.4.2 Optimisation of the BPP test | 347 | ||
12.4.3 Three standardized test methods | 351 | ||
12.4.3.1 Mean dissolved oxygen difference (MDOD, BS 6920) | 351 | ||
12.4.3.2 Biomass volume (DVGW-W270) | 352 | ||
12.4.3.3 Biomass production potential (BPP) based on ATP | 353 | ||
12.4.4 Comparison of test characteristics | 354 | ||
12.4.5 Comparison of test results | 355 | ||
12.4.6 Further Developments Related to Standardization in Europe | 356 | ||
12.5 CONCLUSIONS | 357 | ||
12.6 REFERENCES | 358 | ||
Chapter 13 Biological filtration for diverse applications: towards the development of a unified conceptual design approach* | 363 | ||
13.1 INTRODUCTION | 363 | ||
13.2 BACKGROUND\r | 365 | ||
13.2.1 Factors affecting the performance of biofiltration | 365 | ||
13.2.2 Review of modeling approaches | 368 | ||
13.3 DEVELOPMENT OF A UNIFYING PARAMETER -\rDIMENSIONLESS CONTACT TIME (X*) | 374 | ||
13.4 FURTHER DEVELOPMENT OF THE X* PARAMETER | 377 | ||
13.4.1 Simplification of X* | 377 | ||
13.4.2 Secondary utilization (trace contaminant removal) | 379 | ||
13.4.3 Biofiltration as membrane pre-treatment | 380 | ||
13.4.3.1 Organic matter and fouling | 380 | ||
13.4.3.2 Biofouling | 381 | ||
13.4.3.3 Microbial product material | 382 | ||
13.4.3.4 Effectiveness of biofiltration as a membrane pre-treatment | 383 | ||
13.4.3.5 Net production of biomass | 384 | ||
13.4.3.6 Net generation of dissolved microbial product material | 387 | ||
13.5 DEFINITION OF A NEW PERFORMANCE PARAMETER: THE BIOFILTRATION FACTOR (BF) | 388 | ||
13.6 SUMMARY | 390 | ||
Acknowledgments | 393 | ||
13.7 REFERENCES | 393 | ||
Chapter 14 Optimization of design and operation of distribution systems to preserve water quality and maintain customer satisfac | 401 | ||
14.1 INTRODUCTION | 401 | ||
14.2 ROLE OF THE RESIDUAL DISINFECTANT | 402 | ||
14.3 PROCESSES IN THE NETWORK\r | 403 | ||
14.3.1 Introduction | 403 | ||
14.3.2 Cause and nature of discolouration | 403 | ||
14.3.3 Biological regrowth and sediments | 405 | ||
14.3.4 Experimental verification of biofilm on sediments | 405 | ||
14.3.6 Discussion | 408 | ||
14.4 MANAGING PARTICLES IN THE DISTRIBUTION NETWORK: A 3-STAGE APPROACH\r | 408 | ||
14.4.1 Introduction | 408 | ||
14.4.2 First stage: control of input | 409 | ||
14.4.3 Second stage: control of hydraulics | 410 | ||
14.4.4 Third stage: control of sediment layer by cleaning | 412 | ||
14.4.4.1 Introduction | 412 | ||
14.4.4.2 Minimum velocity | 413 | ||
14.4.4.3 Flushed volume | 415 | ||
14.4.4.4 Clear-water front | 416 | ||
14.5 MANAGING NETWORK INTEGRITY/TOTAL QUALITY AWARENESS\r | 417 | ||
14.5.1 Introduction | 417 | ||
14.5.2 Total quality awareness | 417 | ||
14.6 DISCUSSION | 418 | ||
14.7 REFERENCES | 419 | ||
Chapter 15:\rResearch needs | 423 | ||
15.1 INTRODUCTION | 423 | ||
15.1.1 Ranking of regrowth problems | 424 | ||
15.2 OPPORTUNISTIC PATHOGENS\r | 425 | ||
15.2.1 Identity and priority | 425 | ||
15.2.2 Detection | 425 | ||
15.2.3 Surveys | 427 | ||
15.2.4 Public-health significance | 428 | ||
15.2.5 Control measures | 429 | ||
15.3 OTHER REGROWTH PROBLEMS\r | 429 | ||
15.3.1 Coliforms and aeromonads | 429 | ||
15.3.2 Organisms involved in taste and odour problems | 430 | ||
15.3.3 Invertebrates | 431 | ||
15.3.4 Technical problems | 432 | ||
15.3.5 Schematic overview | 432 | ||
15.4 ASSESSMENT OF REGROWTH | 434 | ||
15.4.1 Biomass | 434 | ||
15.4.2 Detection of microorganisms with specific physiological properties | 435 | ||
15.5 MICROBIAL-GROWTH POTENTIAL\r | 435 | ||
15.5.1 Driving force for regrowth | 435 | ||
15.5.2 Assessment of the microbial-growth potential of water | 436 | ||
15.5.3 Biofilms and sediments | 436 | ||
15.5.4 Enhancement of microbial growth by materials in contact with drinking water | 437 | ||
15.5.5 Guideline values | 437 | ||
15.5.6 Overview | 437 | ||
15.6 EFFECTS OF WATER TREATMENT ON THE MICROBIAL-GROWTH POTENTIAL\r | 439 | ||
15.6.1 Developments in drinking water treatment | 439 | ||
15.6.2 Removal of biodegradable compounds and biomass | 439 | ||
15.7 EFFECT OF DISTRIBUTION ON BIOMASS ACCUMULATION\r | 440 | ||
15.7.1 Developments in water distribution | 440 | ||
15.7.2 Impact of distribution system conditions | 440 | ||
15.7.2.1 Hydraulics and residence time | 440 | ||
15.7.2.2 Disinfectant residual | 441 | ||
15.7.3 Potable-water installations | 441 | ||
15.8 COSTS AND BENEFITS | 442 | ||
Acknowledgement | 442 | ||
15.9 REFERENCES | 442 | ||
Index | 445 |