White's Handbook of Chlorination and Alternative Disinfectants
von: Unknown
Wiley, 2010
ISBN: 9780470561324
Sprache: Englisch
1060 Seiten, Download: 13097 KB
Format: PDF, auch als Online-Lesen
WHITE’S HANDBOOK OF CHLORINATION AND ALTERNATIVE DISINFECTANTS | 3 | ||
CONTENTS | 9 | ||
Preface | 29 | ||
Authors | 31 | ||
List of Contributors and Reviewers | 33 | ||
List of Abbreviations | 35 | ||
Acknowledgments | 41 | ||
1 Chlorine: History, Manufacture, Properties, Hazards, and Uses | 43 | ||
Historical Background | 43 | ||
Elemental Chlorine | 43 | ||
Chlorine Gas | 43 | ||
Chlorine Liquid | 44 | ||
Manufacture of Chlorine | 44 | ||
History | 44 | ||
Electrolytic Processes | 45 | ||
Electrolytic Cell Development | 46 | ||
The Ideal Electrochemical Cell | 46 | ||
Process Developments | 47 | ||
Membrane Cell | 47 | ||
Diaphragm Cells | 50 | ||
Mercury Cells | 53 | ||
Process Diagram for a Typical Chlor-Alkali Plant | 57 | ||
Other Chlorine Manufacturing Processes | 60 | ||
Salt Process | 60 | ||
HCl Oxidation Processes | 60 | ||
Electrolysis of Hydrochloric Acid Solutions | 62 | ||
Impurities in the Manufacture of Chlorine | 62 | ||
Historical Background | 62 | ||
Consequences of Impurities | 64 | ||
Nitrogen Trichloride in Liquid Chlorine | 65 | ||
Silica Contamination | 66 | ||
Physical and Chemical Properties of Chlorine | 66 | ||
General | 66 | ||
Critical Properties | 66 | ||
Compressibility Coefficient | 67 | ||
Volume–Temperature Relationship | 68 | ||
Density of Chlorine Vapor | 69 | ||
Density of Liquid Chlorine | 69 | ||
Viscosity of Chlorine | 69 | ||
Latent Heat of Vaporization | 69 | ||
Vapor Pressure | 69 | ||
Specific Heat | 69 | ||
Solubility of Chlorine Gas in Water | 69 | ||
Solubility of Liquid Chlorine in Water | 70 | ||
Chemical Reactions | 71 | ||
Hazards from Chlorine Vapor and Liquid | 72 | ||
Toxic Effects | 72 | ||
First Aid | 73 | ||
Physiological Response | 74 | ||
Intentional Release | 74 | ||
Chlorine Leaks | 75 | ||
Definitions | 75 | ||
Fire and Building Codes | 76 | ||
Characteristics of a Major Liquid Chlorine Release | 76 | ||
Calculating Chlorine Leak Rates | 77 | ||
Liquid Release | 77 | ||
Vapor Release | 77 | ||
Tanker Truck Leak during Unloading | 78 | ||
Guillotine Break in a Pipeline: Ton Container Supply | 78 | ||
A Major Leak from PVC Header Failure | 80 | ||
Ton Container Flexible Connection Failure | 81 | ||
Fusible Plug Failure from Corrosion | 81 | ||
Summary | 83 | ||
USEPA Risk Management Programs (RMPs) | 83 | ||
OSHA Process Safety Management (PSM) Regulations | 87 | ||
Worst-Case and Alternative Release Analyses | 88 | ||
Chlorine Transport Accidents | 89 | ||
Railroad Transportation | 89 | ||
Highway Transportation | 93 | ||
Notable Consumer Accidents | 94 | ||
General | 94 | ||
A Fatal 1-Ton Container Leak | 95 | ||
A Leak from Four 1-Ton Containers | 96 | ||
A Leak from a Buried Chlorine Pipe | 96 | ||
A 14,000-lb Liquid Leak | 97 | ||
A Tank Car Leak at a Chlorine Packager | 99 | ||
Brush Fire | 101 | ||
Frequency and Magnitude of Chlorine Leaks | 101 | ||
Production and Uses of Chlorine | 104 | ||
Annual Production | 104 | ||
End Uses of Chlorine | 104 | ||
Help in Chlorine Emergencies | 106 | ||
References | 107 | ||
2 Chemistry of Aqueous Chlorine | 110 | ||
Dissolution and Hydrolysis of Chlorine | 110 | ||
Dissociation of Hypochlorous Acid | 116 | ||
Effect of pH and Temperature | 116 | ||
Ionic Strength Effects | 119 | ||
Chlorine Speciation in Concentrated Solutions | 123 | ||
Hypochlorite Solutions | 124 | ||
Oxidation States of Chlorine | 127 | ||
Free, Combined, and Available Chlorine | 129 | ||
Chlorine and Nitrogenous Compounds | 133 | ||
Nitrogenous Compounds in Water and Wastewater | 134 | ||
Chlorination of Ammonia to Form Chloramines | 136 | ||
The Breakpoint Reaction | 145 | ||
The Organic Nitrogen Problem | 158 | ||
The Chemistry of Chlorine in Seawater | 164 | ||
Effect of Bromide | 165 | ||
Ionic Strength Effects | 168 | ||
Bromamine Formation and Decay | 169 | ||
Oxidation–Reduction Reactions of Chlorine Compounds | 171 | ||
Fundamental Considerations | 171 | ||
Practical Considerations | 175 | ||
ORP Measurements | 177 | ||
Practical Applications of ORP Measurements | 181 | ||
Reactions of Chlorine with Selected Constituents | 183 | ||
Alkalinity | 184 | ||
Arsenic | 187 | ||
Carbon | 187 | ||
Cyanide | 188 | ||
Hydrogen Sulfide | 188 | ||
Iron and Manganese | 189 | ||
Methane | 190 | ||
Nitrite | 190 | ||
Chlorine Demand | 191 | ||
Germicidal Significance of Chlorine Residuals | 193 | ||
Mechanisms of Inactivation | 194 | ||
Hypochlorous Acid | 195 | ||
Hypochlorite Ion | 196 | ||
Chloramines | 197 | ||
References | 203 | ||
3 Determination of Chlorine Residuals in Water and Wastewater Treatment | 216 | ||
Historical Background | 216 | ||
The Early Years | 216 | ||
Following Discovery of the Breakpoint Phenomenon | 217 | ||
Recent Developments | 221 | ||
General Considerations | 221 | ||
Colorimetric and Titrimetric Methods | 222 | ||
Common Interferences | 222 | ||
Organic Nitrogen Interference | 224 | ||
Recommendations for Method Selection | 226 | ||
Detailed Descriptions of Individual Methods | 229 | ||
Amperometric Titration | 229 | ||
Principles of Titrator Operation | 230 | ||
The Single-Indicator-Electrode Titrator | 230 | ||
The Dual-Indicator-Electrode Titrator | 233 | ||
Operating Characteristics | 235 | ||
Chemistry of the Amperometric Method | 236 | ||
Preparation and Procedures for Titration | 237 | ||
Precision and Detection Limits | 242 | ||
Low-Level Amperometric Titrations | 242 | ||
Free Chlorine Residuals at Short Contact Times | 243 | ||
Determination of Residual Chlorine in Wastewater Effluents | 244 | ||
DPD Method | 250 | ||
DPD Colorimetric Method | 252 | ||
DPD-FAS Titrimetric Method | 253 | ||
FACTS (Syringaldazine) Method | 256 | ||
Iodometric Method I | 257 | ||
Procedure for Standardizing Chlorine Solutions | 259 | ||
Iodometric Method II (Wastewater) | 259 | ||
Iodometric Electrode Method | 260 | ||
Leuco Crystal Violet (LCV) Method | 261 | ||
Methyl Orange (MO) Method | 262 | ||
Orthotolidine Method | 263 | ||
Interfering Substances | 263 | ||
OTA Method | 264 | ||
Drop Dilution Method | 264 | ||
References | 265 | ||
4 Chlorination of Potable Water | 272 | ||
Microbes in Water Supplies | 272 | ||
Surface Water and Springs | 272 | ||
Groundwater | 272 | ||
Waterborne Diseases | 273 | ||
Chlorine as a Disinfectant | 274 | ||
Use as a Biocide | 274 | ||
Use to Inactivate Protozoa | 277 | ||
Use as a Virucide | 277 | ||
Consensus Indicator Organism | 278 | ||
Disinfection Requirements under (Provisions of the) Safe Drinking Water Act (SDWA) | 278 | ||
SWTR | 278 | ||
Interim Enhanced Surface Water Treatment Rule (IESWTR) | 280 | ||
Stage 1 DBPR | 281 | ||
Long-Term 1 Enhanced Surface Water Treatment Rule (LT1ESWTR) | 281 | ||
Long-Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR) | 281 | ||
GWR | 282 | ||
Disinfection of Drinking Water with Clorine | 282 | ||
Historical Background | 283 | ||
Points of Application | 284 | ||
Types of Chemical | 285 | ||
DBP | 285 | ||
Trihalomethanes (THMs) | 285 | ||
Haloacetic Acids (HAAs) | 286 | ||
Total Organic Halides (TOX) | 286 | ||
Bromate | 287 | ||
Chlorine Demand | 287 | ||
Chlorination-Dechlorination | 289 | ||
Disinfection with Chloramines | 290 | ||
Historical Background | 290 | ||
The Ammonia-Chlorine Process | 292 | ||
Basic Chemistry of Ammonia N Reactions with Chlorine | 293 | ||
Operation of the Chloramination Process | 293 | ||
Issues of Concern | 295 | ||
Distribution System | 304 | ||
Regulatory Compliance for Distribution Systems | 306 | ||
Regrowth | 306 | ||
Explanation of Terms Involving Regrowth | 308 | ||
Factors Influencing Microbial Growth | 311 | ||
Operation of the Distribution System | 313 | ||
Monitoring | 314 | ||
Control of Water Age | 316 | ||
Secondary Disinfectant Residuals | 317 | ||
Flushing | 319 | ||
Treatment Plant Performance Impacts on Distribution System Water Quality | 320 | ||
Disinfection of New Infrastructure | 320 | ||
Typical Disinfection Chemicals | 320 | ||
Disinfectant Feed Systems | 321 | ||
Disinfection of Water Mains | 322 | ||
Procedures for Disinfecting Storage Tanks | 323 | ||
Procedure for Disinfecting Water Treatment Plants | 323 | ||
Disinfection of New Buildings | 324 | ||
Procedure for Disinfection of Wells | 325 | ||
Procedures for Maintaining Disinfection while Inspecting In-Service Water Storage Facilities | 326 | ||
Other Uses of Chlorine in Water Treatment | 327 | ||
Tastes and Odors | 327 | ||
Tastes and Odors from Algae and Actinomycetes | 328 | ||
Synthetic Sources of Tastes and Odors | 330 | ||
Taste and Odor of Chlorine | 331 | ||
Iron and Manganese | 331 | ||
Oxidation of Iron | 333 | ||
Oxidation of Manganese | 334 | ||
Coagulation Aid | 335 | ||
Filtration Aid | 335 | ||
Control of Mollusca in Seawater | 337 | ||
Zebra Mussels | 338 | ||
Quagga Mussels | 339 | ||
Aquifer Recharge | 341 | ||
Hydrogen Sulfide Control | 341 | ||
Color Removal | 345 | ||
Desalination | 345 | ||
Reflecting Pools | 346 | ||
Restoration of Wells | 346 | ||
Chlorination in the United Kingdom | 348 | ||
Chlorination in Germany | 352 | ||
Treatment Strategies | 352 | ||
Disinfection of Coagulated Surface Water | 352 | ||
Disinfection of a Softened Surface Water | 353 | ||
Treatment and Disinfection of a Groundwater that Contains Iron and Manganese | 353 | ||
Acknowledgments | 353 | ||
References | 354 | ||
5 Chlorination of Wastewater | 368 | ||
Introduction | 368 | ||
History | 368 | ||
Chlorine Chemistry in Wastewater | 369 | ||
Odor Control | 371 | ||
Prechlorination of Wastewater | 372 | ||
Scrubbing of Foul Air | 375 | ||
Chlorine and Biological Treatment | 380 | ||
Trickling Filters | 380 | ||
BOD Reduction | 381 | ||
Control of Sludge Bulking | 382 | ||
Other Uses of Chlorine in Wastewater Treatment | 387 | ||
Septicity Control | 387 | ||
Removal of Oils and Grease | 390 | ||
Removal of Ammonia | 391 | ||
Industrial Waste Treatment Applications Using Chlorine | 394 | ||
Free and Combined Cyanides | 394 | ||
Phenols | 401 | ||
Textile Wastes | 402 | ||
Applications to Other Industrial Waste | 403 | ||
References | 403 | ||
6 Disinfection of Wastewater | 405 | ||
Introduction | 405 | ||
History | 405 | ||
The Coliform Standard | 406 | ||
Viruses | 410 | ||
Virus Inactivation | 412 | ||
Methods of Wastewater Disinfection | 418 | ||
Chemistry of Wastewater Disinfection by Chlorine | 421 | ||
Reactions with Wastewater Constituents | 421 | ||
Chlorine Dose and Effluent Quality | 424 | ||
Chlorination of Nitrified Effluents | 426 | ||
Formation of DBPs | 432 | ||
Other Disinfection Considerations | 436 | ||
Regrowth of Organisms | 436 | ||
Toxicity of Chlorine Residuals | 437 | ||
Need for Dechlorination | 438 | ||
Wastewater Reuse | 439 | ||
References | 442 | ||
7 Chlorine Contact Basin Design | 446 | ||
Introduction | 446 | ||
Design Elements | 447 | ||
Chlorination and Dechlorination Doses | 447 | ||
Dispersion of Chlorine | 447 | ||
Mixing Technologies | 448 | ||
Chlorine Contact Chamber Sizing | 453 | ||
Wastewater | 455 | ||
Reuse Water | 455 | ||
Potable Water | 456 | ||
No-Tracer Test Design | 458 | ||
Wet Weather Disinfection for Wastewater | 458 | ||
Chlorine Contact Basin Construction | 459 | ||
Disinfection By-products | 459 | ||
Sampling and Reporting | 459 | ||
References | 459 | ||
8 Chlorine Feed Systems | 460 | ||
Cylinders | 462 | ||
Ton Containers | 466 | ||
Tank Trucks/Tank Cars | 469 | ||
Storage Tanks | 472 | ||
Liquid Chlorine Feed | 473 | ||
Vaporizers | 473 | ||
Appurtenances | 478 | ||
Pressure-Reducing Valve | 478 | ||
Gas Filter | 479 | ||
Gas Chlorine Feed | 480 | ||
Chlorine Feeders and Eductors | 484 | ||
Chlorine Diffusers | 486 | ||
Pipe and Valve Systems | 487 | ||
Chlorine Scrubbers | 492 | ||
Reference | 493 | ||
9 Hypochlorination—Sodium Hypochlorite | 494 | ||
Background and History of Hypochlorites | 494 | ||
Sodium Hypochlorite | 496 | ||
Concentration Properties, Feed Calculations, Codes, and Hazards | 497 | ||
Degradation | 505 | ||
Estimating the Degradation Rate | 507 | ||
Concentration Effects | 508 | ||
Temperature Effects | 510 | ||
pH Effects | 511 | ||
UV Light Effects | 512 | ||
Impurities | 513 | ||
Suspended Solids | 515 | ||
Settled Particulates | 515 | ||
Other Impurities | 516 | ||
Impact on Treatment Process | 516 | ||
Sodium Carbonate | 516 | ||
Sodium Bromate | 517 | ||
pH and Alkalinity Addition | 517 | ||
Scaling | 517 | ||
Chlorate/Perchlorates | 518 | ||
Recommendations | 518 | ||
Tank Selection | 519 | ||
Lined Steel | 521 | ||
FRP | 522 | ||
HDPE | 523 | ||
Titanium | 525 | ||
Other Tank Materials | 525 | ||
Level Instrumentation | 525 | ||
Truck Unloading | 526 | ||
Top Access | 527 | ||
Underground Storage Tank (UST) | 527 | ||
Transfer and Feed Equipment | 528 | ||
Transfer Pumps | 528 | ||
Diaphragm Metering Pumps | 528 | ||
Problems with Vapor Locking | 532 | ||
Peristaltic Pumps | 535 | ||
Liquid Dosing Systems | 540 | ||
Sodium Hypochlorite Piping | 541 | ||
Thermoplastic Piping (PVC and CPVC) | 543 | ||
Lined Steel | 545 | ||
FRP Piping | 546 | ||
FRP-Armored Piping | 546 | ||
Titanium | 546 | ||
HDPE | 547 | ||
PVDF | 547 | ||
Polypropylene (PP) | 548 | ||
Hastelloy | 548 | ||
Gaskets, Seals, and O-Rings | 548 | ||
Sodium Hypochlorite Valves | 549 | ||
Ball Valves | 550 | ||
Diaphragm Valves | 552 | ||
Sodium Hypochlorite Facility Layouts | 555 | ||
Elevation Differences | 555 | ||
Tank and Pump Bases | 557 | ||
Access and Clearances | 559 | ||
Control Panels | 560 | ||
Calcium Hypochlorite | 560 | ||
History | 560 | ||
Manufacturing Process | 562 | ||
Properties | 563 | ||
Disinfection | 563 | ||
Solubility | 564 | ||
Hazards and Stability | 565 | ||
Tablet and Briquette Systems | 565 | ||
Applicable Standards | 566 | ||
Lithium Hypochlorite | 567 | ||
References | 568 | ||
10 On-Site Sodium Hypochlorite Generation System | 570 | ||
Historical Background | 570 | ||
The Beginning | 570 | ||
Early Experience in the United States | 571 | ||
Current Interest | 571 | ||
Raw Material Quality | 572 | ||
Salt and Brine Systems | 572 | ||
Impact of Salt Quality and Bromate Formation | 572 | ||
Seawater Systems | 573 | ||
On-Site Generation of Sodium Hypochlorite | 573 | ||
Electrolytic Formation of Sodium Hypochlorite | 573 | ||
Process Overview | 574 | ||
System Components | 576 | ||
Water Softener | 576 | ||
Brine Saturator Tank | 579 | ||
Soft-Water Heater | 581 | ||
Soft-Water Chiller | 582 | ||
Brine Metering | 584 | ||
Electrolytic Cell | 584 | ||
Brine Dilution | 587 | ||
Rectifier | 588 | ||
Hydrogen Formation, Separation, and Safety | 588 | ||
Hydrogen Dilution Blowers | 595 | ||
Sodium Hypochlorite Storage Tank | 598 | ||
Sodium Hypochlorite Feed Equipment | 598 | ||
On-Site Sodium Hypochlorite Generation System Design | 599 | ||
Equipment Sizing | 599 | ||
System Redundancy | 600 | ||
Amount of Sodium Hypochlorite Storage | 601 | ||
System Layout | 601 | ||
System Manufacturers | 607 | ||
ClorTec | 607 | ||
Klorigen | 608 | ||
MIOX | 609 | ||
OSEC | 609 | ||
Process Solutions, Inc. (PSI) | 610 | ||
References | 613 | ||
11 Dechlorination | 614 | ||
Introduction | 614 | ||
History | 614 | ||
Significance of Chlorine Species | 618 | ||
Sulfur Dioxide | 619 | ||
Chemical Properties | 619 | ||
Dechlorination Chemistry | 621 | ||
Contactor Design | 622 | ||
Chemical Dose Calculations | 623 | ||
Sulfite Compounds | 623 | ||
Chemical Properties | 623 | ||
Dechlorination Chemistry | 624 | ||
Contactor Design | 624 | ||
Chemical Dose Calculation | 625 | ||
Other Dechlorination Chemicals | 625 | ||
Dechlorination Facility Design | 627 | ||
Design of Gaseous System Sulfur Dioxide | 628 | ||
Sulfur Dioxide Leak Detectors | 631 | ||
Liquid System Design for Sulfites | 634 | ||
References | 635 | ||
12 Process Controls for Chlorination and Dechlorination | 636 | ||
Introduction | 636 | ||
Background | 638 | ||
Online Analytical Measurements | 640 | ||
Amperometry | 640 | ||
Voltametry | 641 | ||
Polarography | 641 | ||
Membrane Cell | 642 | ||
Potentiometry | 642 | ||
ORP | 644 | ||
Colorimetry | 648 | ||
Online Analyzers for Chlorination | 649 | ||
Analytical Technology, Inc. | 650 | ||
Hach | 653 | ||
Capital Controls | 656 | ||
GLI International | 661 | ||
Orion Research, Inc. | 662 | ||
Wallace & Tiernan | 663 | ||
Stranco Products | 664 | ||
Field Comparison of Analyzers | 671 | ||
How to Select an Online Analyzer | 673 | ||
Online Process Control Overview | 675 | ||
Chlorination Process Control | 679 | ||
Manual Control | 680 | ||
Flow Pacing | 683 | ||
Feedback Control | 686 | ||
Compound Loop Control | 689 | ||
Dechlorination | 695 | ||
Flow Pacing | 696 | ||
Feedback Control | 696 | ||
Compound Loop Control | 696 | ||
Zero Residual Control | 697 | ||
Online Analyzers for Dechlorination | 699 | ||
Stranco HRR | 699 | ||
Wallace & Tiernan | 700 | ||
Capital Controls | 704 | ||
Blending Chemistry with Process Control | 705 | ||
Control System O&M | 712 | ||
Record Keeping and Regulatory Issues | 715 | ||
References | 718 | ||
13 Operation and Maintenance | 720 | ||
General | 720 | ||
Standard Operating Procedures (SOPs) | 721 | ||
Maintenance Plan | 722 | ||
Residual Analyzer Maintenance and Calibration of Residual Analyzer | 723 | ||
Chlorine Gas Systems | 724 | ||
Operation | 724 | ||
Chlorine Gas System Maintenance | 726 | ||
Chlorine Detection Systems and Emergency Scrubber | 728 | ||
Sodium Hypochlorite Systems | 729 | ||
Sodium Hypochlorite System Operation | 729 | ||
Sodium Hypochlorite System Maintenance | 731 | ||
Dechlorination Gas Systems | 732 | ||
Sulfonator Operation | 732 | ||
Sulfonator Maintenance | 733 | ||
Dechlorination Liquid Systems | 734 | ||
Operation of Liquid Dechlorination Systems | 734 | ||
Liquid Dechlorination Systems Maintenance | 735 | ||
Operator Training and Safety | 735 | ||
Storage Systems | 735 | ||
Small (100- and 150-lb) Gas Cylinders | 735 | ||
Ton Containers | 736 | ||
Rail Cars | 737 | ||
Liquid Chemical Storage | 738 | ||
Regulatory Requirements | 739 | ||
Risk Management Plan | 739 | ||
SDWA and State Testing and Reporting Requirements | 740 | ||
Wastewater Chlorine Use Reporting Requirements for Wastewater Facilities | 741 | ||
14 Chlorine Dioxide | 742 | ||
Introduction | 742 | ||
Historical Background | 742 | ||
European Practice | 743 | ||
Other Uses | 744 | ||
Chemical and Biologic Properties | 745 | ||
Chemical Properties | 745 | ||
Chemistry in Potable Water Treatment | 746 | ||
Selectivity as an Oxidant | 747 | ||
Germicidal Efficiency | 747 | ||
Inactivation of Viruses and Bacteria | 748 | ||
Encysted Parasites | 753 | ||
Equipment and Generation | 754 | ||
Purity | 755 | ||
Commercial Generation Methods and Chemistry | 755 | ||
Acid–Chlorite Solution | 756 | ||
Chlorine Solution–Chlorite Solution | 759 | ||
Three-Chemical Systems (D. A. Gates, pers. comm.) | 760 | ||
Chlorine Gas–Chlorite Solution | 761 | ||
Chlorine Gas–Solid Chlorite | 762 | ||
Electrochemical | 762 | ||
Chlorate-Based Systems | 764 | ||
Chemical Feed Design Considerations | 764 | ||
Batch Tank | 765 | ||
Storage | 765 | ||
Purity Specification | 765 | ||
Bench-Scale Generation of ClO(2) | 766 | ||
Potassium Persulfate–Chlorite Solution | 766 | ||
Sulfuric Acid–Chlorite Solution | 767 | ||
Sodium Hypochlorite–Hydrochloric Acid–Chlorite Solution | 767 | ||
Chlorine Gas–Solid Chlorite | 768 | ||
Use in Drinking Water and Wastewater Disinfection | 769 | ||
Drinking Water Primary Disinfection Application Points | 769 | ||
Contactor Design Criteria | 770 | ||
Diffusers and Injectors | 770 | ||
Exposure to Sunlight | 770 | ||
DBPs | 771 | ||
Chlorite | 771 | ||
Chlorate | 773 | ||
THMs and HAAs | 776 | ||
Secondary Disinfection | 776 | ||
Objectionable Taste and Odor Formation | 776 | ||
Disinfection of Wastewater Effluent | 777 | ||
Combined Sewer Overflow (CSO) | 777 | ||
Other Disinfection Applications | 778 | ||
Medical Devices | 778 | ||
Food Processing | 778 | ||
Other Pathogens | 779 | ||
Other Uses for Chlorine Dioxide in Water Treatment | 780 | ||
Taste and Odor Control | 780 | ||
Iron and Manganese Oxidation | 781 | ||
Algae Growth Control | 782 | ||
Zebra Mussels | 782 | ||
DBP Control | 782 | ||
Analytic Methods for Chlorine Dioxide and its Oxychlorine By-Products | 782 | ||
Iodometry | 784 | ||
Amperometric Titration Methods | 785 | ||
Standard Methods 4500-ClO(2)-C, Amperometric Method I | 785 | ||
Standard Methods 4500-ClO(2)-E, Amperometric Method II | 786 | ||
Amperometric Titration Equivalence Point | 786 | ||
DPD Method | 789 | ||
LGB | 790 | ||
IC Methods | 791 | ||
Other Analytic Methods | 791 | ||
Spectrophotometry | 791 | ||
Flow Injection Analysis (FIA) | 792 | ||
Other Colorimetric Methods for Chlorine Dioxide Analysis | 793 | ||
Health and Safety | 794 | ||
Chlorine Dioxide | 794 | ||
Sodium Chlorite | 794 | ||
Chlorine | 795 | ||
Toxicity | 795 | ||
Workplace Monitoring | 795 | ||
Regulatory Issues | 796 | ||
Drinking Water Regulations for Disinfection | 796 | ||
SWTR | 796 | ||
LT2ESWTR | 796 | ||
Chlorine Dioxide Residual Limits | 796 | ||
Related Disinfection By-Products | 797 | ||
Chlorite | 797 | ||
Chlorate | 797 | ||
ClO(2) Use to Meet Wastewater Treatment Plant Regulatory Requirements | 797 | ||
Summary | 797 | ||
Advantages of Chlorine Dioxide | 798 | ||
Disadvantages of Chlorine Dioxide | 798 | ||
Acknowledgments | 798 | ||
References | 799 | ||
15 Ozone | 809 | ||
Introduction | 809 | ||
History and Application | 809 | ||
Chemical Properties | 810 | ||
Physical Properties | 810 | ||
Solubility of Ozone | 810 | ||
Ozone Reaction Pathways | 811 | ||
Ozone Demand | 813 | ||
Dissolved Ozone Decay | 814 | ||
Inorganic Compound Treatment | 815 | ||
Iron and Manganese | 815 | ||
Sulfides | 817 | ||
Chlorine, Chlorine Dioxide, and Monochloramine | 818 | ||
Organic Compounds | 819 | ||
Taste- and Odor-Causing Compounds | 819 | ||
Control of Chlorination By-Products | 821 | ||
TOC Oxidation | 822 | ||
Biological Filtration | 822 | ||
Removal of Particulates | 823 | ||
Color Removal | 824 | ||
Increase in UV Transmittance at 254 nm (UVT(254)) | 824 | ||
SOCs | 825 | ||
EDC and PPCP Treatment | 826 | ||
Cyanotoxins | 827 | ||
Treatment of Biological Solids in Wastewater | 828 | ||
Disinfection | 829 | ||
Use in Drinking Water | 829 | ||
Use in Wastewater | 832 | ||
Ozone DBPs | 834 | ||
Bromate Control | 835 | ||
Aldehydes, Carboxylic Acids, and Ketones | 837 | ||
Use in Water and Wastewater Treatment | 837 | ||
Potable Water Installations | 838 | ||
Wastewater Installations | 839 | ||
Equipment and Generation | 840 | ||
Theory of O(3) Generation | 841 | ||
Gas Source | 842 | ||
Generation | 854 | ||
Transfer | 858 | ||
Contactors | 863 | ||
Destruction Equipment | 868 | ||
Ancillary Equipment | 871 | ||
Cost Studies | 873 | ||
Process Calculations | 874 | ||
Gas Flow | 874 | ||
Ozone Production | 876 | ||
Ozone Transfer Efficiency | 876 | ||
Applied Ozone Dose | 877 | ||
Transferred Ozone Dose | 877 | ||
Specific Energy | 877 | ||
Quench Chemicals | 878 | ||
Analytical Methods | 878 | ||
Ozone Concentration in Gas | 879 | ||
Measuring Dissolved Ozone Residual in Water | 881 | ||
Health and Safety | 884 | ||
Regulatory Issues | 885 | ||
References | 886 | ||
16 Bromine, Bromine Chloride, BCDMH, and Iodine | 890 | ||
Bromine (Br(2)) | 890 | ||
Physical and Chemical Properties | 890 | ||
Occurrence | 891 | ||
Bromine Production | 891 | ||
Chemistry of Bromine in Water and Wastewater Treatment | 893 | ||
Reactions with Chlorine | 894 | ||
Use of Bromine in Water Treatment Processes | 894 | ||
Potable Water | 894 | ||
Wastewater | 895 | ||
Cooling Water | 896 | ||
Swimming Pools | 896 | ||
Br(2) Facility Design | 896 | ||
Bromides: On-Site Generation of Br(2) | 897 | ||
System Description | 897 | ||
Current U.S. Practices | 899 | ||
Comparison with Other Methods | 899 | ||
Bromine Chloride (BrCl) | 900 | ||
Physical and Chemical Properties | 900 | ||
Preparation of Bromine Chloride | 901 | ||
Chemistry of Bromine Chloride in Water | 902 | ||
Design of Bromine Chloride Facilities | 903 | ||
Comparison with Advantages of Other Methods | 907 | ||
BCDMH | 908 | ||
Physical and Chemical Properties | 908 | ||
Application and Production | 908 | ||
Chemistry of BCDMH in Water and Wastewater | 908 | ||
Application of BCDMH in Wastewater | 909 | ||
Comparison with Chlorination | 909 | ||
Germicidal Efficiency (Br(2) and BrCl) | 911 | ||
Bromo-Organic Compounds | 913 | ||
Measurement of Bromine Residuals | 914 | ||
Amperometric Method | 915 | ||
DPD Differentiation Method | 915 | ||
Effect of Seawater Chlorination | 916 | ||
Toxicity of Bromine Residuals | 916 | ||
Health and Safety Aspects of Bromine Compounds | 916 | ||
Regulatory Issues | 917 | ||
Iodine (I(2)) | 917 | ||
Physical and Chemical Characteristics | 917 | ||
Occurrence and Production | 918 | ||
Production from Chile Saltpeter | 918 | ||
Production from Brine | 919 | ||
Applications | 919 | ||
Uses in Water Treatment | 920 | ||
Chemistry of Iodination | 921 | ||
Germicidal Efficiency | 924 | ||
Limitations of Iodination | 925 | ||
Comparison with Chlorination | 926 | ||
Iodination Facility | 926 | ||
Determination of Iodine Residuals | 928 | ||
Toxicity of Iodine Residuals | 928 | ||
Health and Safety Aspects of Iodine | 928 | ||
Regulatory Issues | 929 | ||
Summary | 929 | ||
Bromine | 929 | ||
Bromine Chloride | 930 | ||
BCDMH | 930 | ||
Iodine | 931 | ||
References | 931 | ||
17 Ultraviolet Light | 935 | ||
Introduction | 935 | ||
Wastewater Applications in Europe | 935 | ||
UV Applications in North America | 936 | ||
Drinking Water Applications in the United States | 938 | ||
Chemical and Biological Properties | 939 | ||
UV Light | 939 | ||
Microbial Inactivation Mechanisms | 940 | ||
Microbial UV Sensitivity | 941 | ||
Microbial Repair | 941 | ||
UV Dose | 944 | ||
Guidelines | 946 | ||
USEPA's Ultraviolet Disinfection Guidance Manual | 946 | ||
NWRI/AwwaRF's Ultraviolet Disinfection Guidelines for Drinking Water and Water Reuse | 949 | ||
USEPA's Design Manual for Municipal Wastewater Disinfection | 950 | ||
UV Equipment | 952 | ||
UV Lamps | 952 | ||
UV Reactors | 963 | ||
Ballasts | 966 | ||
Lamp Sleeves | 967 | ||
UV Sensors | 968 | ||
Cleaning Systems | 969 | ||
Online UVT Monitors | 970 | ||
Temperature Sensors/Water Level Probes | 970 | ||
Water Quality Issues | 971 | ||
UV Transmittance | 971 | ||
Particles/Suspended Solids | 971 | ||
Fouling | 973 | ||
UV System Sizing Tools | 974 | ||
UV System Validation | 974 | ||
Nonbiological, Mathematical-Based Modeling | 997 | ||
Emerging Methods | 1001 | ||
Operation and Maintenance Activities | 1003 | ||
Maintenance Activities | 1003 | ||
Operational Issues | 1006 | ||
Troubleshooting Strategies | 1007 | ||
Process Control Modifications | 1007 | ||
Electrical System Modifications | 1007 | ||
Mechanical System Modifications | 1008 | ||
Health and Safety for Water And Wastewater UV Systems | 1008 | ||
General | 1008 | ||
UV Light Exposure | 1009 | ||
Perform a UV Safety Audit | 1010 | ||
Acute Health Effects of UV Exposure | 1010 | ||
Chronic Health Effects of UV Exposure | 1011 | ||
Engineering Controls | 1011 | ||
Administrative Controls | 1011 | ||
Personal Protection | 1011 | ||
References | 1012 | ||
18 Advanced Oxidation Processes | 1018 | ||
Introduction | 1018 | ||
Historical Perspective | 1018 | ||
Types of AOPs | 1019 | ||
Chemistry of AOPs | 1019 | ||
Ozone Decomposition Initiated by Hydroxide | 1020 | ||
O(3)/H(2)O(2) | 1021 | ||
O(3)/UV | 1021 | ||
H(2)O(2)/UV | 1021 | ||
Fe(II)/H(2)O(2) (Fenton Reaction) | 1022 | ||
Fe(II)/H(2)O(2)/UV (Photo-Fenton Reaction) | 1022 | ||
TiO(2)/UV | 1023 | ||
TiO(2)/H(2)O(2)/UV | 1023 | ||
Uses in Drinking Water and Wastewater Treatment | 1024 | ||
Oxidation of VOCs | 1024 | ||
Oxidation of Pesticides | 1027 | ||
Oxidation of Taste and Odor Compounds | 1030 | ||
Oxidation of Disinfection By-Product (DBP) Precursors | 1031 | ||
Factors Affecting System Performance | 1032 | ||
O(3)/H(2)O(2) | 1032 | ||
O(3)/UV | 1033 | ||
H(2)O(2)/UV | 1034 | ||
Fenton and Photo-Fenton Reactions | 1034 | ||
TiO(2)/UV | 1035 | ||
Regulations | 1036 | ||
Equipment and Generation | 1037 | ||
References | 1039 | ||
Appendix | 1045 | ||
Index | 1051 |