Butterworth heinemann handbook of water and wastewater treatment technologies

Federal authority to establish standards for drinking water systems originated with the enactment by Congress in 1883 of the Interstate Quarantine Act, which authorized the Director of t

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HANDBOOK OF WATER AND

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Copyright 0 2002 by Butterworth-Heinemann

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A member of the Reed Elsevier group

No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without the prior written permission of the publisher

@ Recognizing the importance of preserving what has been written, Butterworth-Heinemann prints its books on acid-free paper whenever possible

ISBN: 0-7506-7498-9

The publisher offers special discounts on bulk orders of this book

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109 8 7 6 5 4 3 2 1

Printed in the United States of America

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What We Mean by Water F’urification, 4

The Clean Water Act, 26

Introducing the Physical Treatment Methods, 33

Introducing Chemical Treatment, 37

Energy Intensive Treatment Technologies, 40

Water Treatment in General, 42

Some General Comments, 56

List of Abbreviations Used in this Chapter, 57

Recommended Resources for the Reader, 58

Questions for Thinking and Discussing, 60

Chapter 2 What Filtration Is All About, 62

Recommended Resources for the Reader, 87

Chapter 3 Chemical Additives that Enhance Filtration, 91

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Recommended Resources for the Reader, 120

Questions for Thinking and Discussing, 122

Chapter 4 Selecting the Right Filter Media, 123

Introduction, 123

Types of Filter Media to Choose From, 123

Rigid Filter Media, 132

General Properties of Loose and Granular Media, 142

Filter Media Selection Criteria, 148

Chapter 5 What Pressure- and Cake-Filtration Are All About, 157

Constant Pressure Differential Filtration, 158

Constant-Rate Filtration, 168

Variable-Rate and -Pressure Filtration, 170

Constant-Pressure and -Rate Filtration, 172

Filter-Medium Filtration Formulas, 173

Cake Filtration Equipment, 184

Nomenclature, 213

Chapter 6 Cartridge and Other Filters Worth Mentioning, 224

Cartridge Filters, 224

The Tilting Pan Filter, 228

The Table Filter, 23 1

Chapter 7 What Sand Filtration is All About, 235

Water Treatment Plant Operations, 236

Granular Media Filtration, 243

Let’s Take a Closer Look at Sand Filters, 247

Slow Sand Filtration, 256

Rapid Sand Filtration, 257

Chemical Mixing and Solids Contact Processes, 260

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Chapter 8 Sedimentation, Clarification, Flotation, and Coalescence, 268

Let’s Look at How a Single Particle Behaves in a Suspension, 269

Gravity Sedimentation, 275

The Sedimentation Process in Greater Detail, 282

A Closer Look at Mechanical Clarification Process and the Chemistry of Clarification, 305

Rectangular Sedimentation Tanks, 315

Air Flotation Systems, 317

Separation Using Coalescers, 323

Nomenclature, 326

Chapter 9 Membrane Separation Technologies, 335

An Overview of Membrane Processes, 336

What Electrodialysis Is, 339

What Ultrafiltration Is, 344

What Microfiltration and Nanofiltration Are, 354

What Reverse Osmosis Is, 360

Chapter 10 Ion Exchange and Carbon Adsorption, 372

Theory and Practice of Ion Exchange, 374

Carbon Adsorption in Water Treatment, 404

Some Final Comments on Both Technologies, 432

Chapter 11 Water Sterilization Technologies, 446

What Waterborne Diseases Are, 446

Treatment Options Available to Us, 450

Ozonation, 454

Ultraviolet Radiation, 455

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Electron Beam, 455

Biology of Aquatic Systems, 456

Disinfection by Chlorination, 463

Disinfection with Interhalogens and Halogen Mixtures, 476

Sterilization Using Ozone, 482

Chapter 12 Treating the Sludge, 496

What Sludge Is, 497

What Stabilization and Conditioning Mean, 501

Sludge Dewatering Operations, 520

Volume Reduction, 550

What Finally Happens to Sludge after Volume Reduction, 565

Final Comments and Evaluating Economics, 582

Questions for Thinking and Discussing, 594

Glossary, 601

Index, 631

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Preface

This volume covers the technologies that are applied to the treatment and purification of water Those who are generally familiar with this field will immediately embrace the subject as a treatise on solid-liquid separations However, the subject is much broader, in that the technologies discussed are not just restricted

to pollution control hardware that rely only upon physical methods of treating and purifymg wastewaters The book attempts to provide as wide a coverage as possible those technologies applicable to both water (e.g., drinking water) and wastewater (Le., industrial and municipal) sources The methods and technologies discussed

are a combination of physical, chemical and thermal techniques

There are twelve chapters The first of these provides an orientation of terms and concepts, along with reasons why water treatment practices are needed This chapter also sets the stage for the balance of the book by providing an organizational structure to the subjects discussed The second chapter covers the A-

B-Cs of filtration theory and practices, which is one of the fundamental unit operations addressed in several chapters of the book Chapter 3 begins to discuss the chemistry of wastewater and focuses in on the use of chemical additives that assist in physical separation processes for suspended solids Chapters 4 through 7

cover technology-specific filtration practices There is a wide range of hardware options covered in these three chapters, with applications to both municipal and industrial sides of the equation Chapter 8 covers the subjects of sedimentation, clarification flotation, and coalescence, and gets us back into some of the chemistry issues that are important achieving high quality water Chapter 9 covers membrane separation technologies which are applied to the purification of drinking water Chapter 10 covers two very important water purification technologies that have found applications not only in drinking water supply and beverage industry applications, but in groundwater remediation applications These technologies are ion exchange and carbon adsorption Chapter 11 covers chemical and non-chemical water sterilization technologies, which are critical to providing high quality drinking water The last chapter focuses on the solid waste of wastewater treatment - sludge This chapter looks not only at physico-chemical and thermal methods of sludge dewatering, but we explore what can be done with these wastes and their impact on the overall costs that are associated with a water treatment plant operation Sludge, like water, can be conditioned and sterilized, thereby transforming it from a costly waste, requiring disposal, to a useful byproduct that can enter into secondary

markets Particular emphasis is given to pollution prevention technologies that are

not only more environmentally friendly than conventional waste disposal practices, but more cost effective

What I have attempted to bring to this volume is some of my own philosophy in

dealing with water treatment projects As such, each chapter tries to embrace the

individual subject area from a first-principles standpoint, and then explore case-

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specific approaches Tackling problems in this field from a generalized approach oftentimes enables us to borrow solutions and approaches to water treatment from

a larger arsenal of information And a part of this arsenal is the worldwide Web

This is not only a platform for advertising and selling equipment, but there is a wealth of information available to help address various technical aspects of water treatment You will find key Web sites cited throughout the book, which are useful

to equipment selection and sizing, as well as for troubleshooting treatment plant operational problems

Most chapters include a section of recommended resources that I have relied upon

in my own consulting practice over the years, and believe you will also In addition, you will find a section titled Questions for Thinking and Discussing in eleven of the twelve chapters These chapter sections will get you thinking about the individual subject areas discussed, and challenge you into applying some of the calculation methods and methodologies reviewed Although my intent was not to create a college textbook, there is value in using this volume with engineering students, either as a supplemental text or a primary text on water treatment technologies If used as such, instructors will need to gauge the level of understanding of students before specifying the book for a course, as well as integrate the sequence and degree of coverage provided in this volume, for admittedly, for such a broad and complex subject, it is impossible to provide uniform coverage of all areas in a single volume My own experience in teaching shows that the subject matter, at the level of presentation in this volume is best suited to students with at least 3 years of engineering education under their belts Another feature that is incorporated into each chapter is the use of sidebar discussions These highlight boxes contain information and facts about each subject area that help to emphasize important points to remember, plus can assist plant managers in training technical staff, especially operators on the specific technologies relied upon in their operations Finally, there is a Glossary of several hundred terms at the end of the book This will prove useful to you not only when reading through the chapters, but as a general resource reference

In some cases equipment suppliers and tradenames are noted, however these citations should not be considered an endorsement of products or services They are cited strictly for illustrative purposes Also recognize, that neither I, nor the publisher guarantee any designs emanating from the use of resources or discussions presented herein Final designs must be based upon strict adherence to local engineering codes, and federal safety and environmental compliance standards

A heartfelt thanks is extended to Butterworth-Heinemann Publishers for their fine production of this volume, and in sharing my vision for this series, and to various companies cited throughout the book that contributed materials and their time

Nicholas P Cheremisinoff, Ph D

Washington, D C

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In Memory

This volume is dedicated to the memory of Paul Nicholas Cheremisinofl, P.E., who fathered a generation of pollution control and prevention specialists at New Jersey Institute of Technology

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About the Author

Nicholas P Cheremisinoff is a private consultant to industry, lending institutions, and donor agencies, specializing in pollution prevention and environmental management He has more than twenty years experience in applied research, manufacturing and international business development, and has worked extensively throughout Russia, Eastern Europe, Korea, Latin America, and the United States

Dr Cheremisinoff has contributed extensively to the industrial press, having authored, co-authored or edited more than 100 technical reference books, and

several hundred articles, including Butterworth-Heinemann’s Green Profits: Tlte Manager’s Handbook for I S 0 14001 and Pollution Ppeventiors He received his

B S , M S and Ph.D degrees in chemical engineering from Clarkson College of Technology He can be reached by email at ncheremisi@aol.com

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writing an authoritative volume on the hardware and technologies available to solve pollution problems in the belief that, although there are many great works in the technical literature, the levels of presentations of this important subject vary dramatically and the information is fragmented With my father’s untimely death

in 1994, and my commitment to a multi-year assignment, dealing with environmental responsible care and the development of national environmental policies in Ukraine and Russia, as part of contracts commitments to the U.S Agency for International Development and the European Union, the original volume we intended was never written Only now, having the opportunity to try and bring this work forward, I recognize that no single volume can do adequate justice

to the subject area

Also, there is the misconception among a younger generation of engineers that pollution control can be displaced by pollution prevention practices, and hence recent times have de-emphasized the need for engineering innovative pollution controls I am a strong proponent of pollution prevention, and indeed have developed an international consulting practice around it However, we should recognize that oftentimes pollution prevention relies upon essentially the identical technologies that are applied to so-called “end-of-pipe” treatment It is the manner

in whch these technologies are applied, along with best management practices, which enable pollution prevention to be practiced As such, pollution prevention does not replace the need for pollution controls, nor does it replace entire processes aimed at cleaning or preventing pollutants from entering the environment What it does do is channel our efforts into applying traditional end-of-pipe treatment technologies in such manners that costly practices for the disposal of pollutants are

avoided, and savings from energy efficiency and materials be achieved

The volume represents the initial fulfillment of a series, and is aimed at assisting process engineers, plant managers, environmental consultants, water treatment plant operators, and students Subsequent volumes are intended to cover air pollution controls, and solid waste management and minimization

This volume is a departure from the style of technical writing that I and many of

my colleagues have done in the past What I have attempted is to discuss the subject, rather than to try and teach or summarize the technologies, the hardware, and selection criteria for different equipment It’s a subject to discuss and explore, rather than to present in a dry, strictly technical fashion Water treatment is not

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only a very important subject, but it is extremely interesting Its importance is simply one of environmental protection and public safety, because after all, water

is one of the basic natural elements we rely upon for survival Even if we are dealing with non-potable water supplies, the impact of poor quality water to process operations can be devastating in terms of achieving acceptable process efficiencies

in heat exchange applications, in minimizing the maintenance requirements for heat exchange and other equipment, in the quality of certain products that rely on water

as a part of their composition and processing, and ultimately upon the economics

of a process operation It’s a fascinating subject, because the technology is both rapidly changing, and cost-effective, energy-saving solutions to water treatment require innovative solutions

xii

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Chemical methods of treatment rely upon the chemical interactions of the contaminants we wish to remove from water, and the application of chemicals that either aid in the separation of contaminants from water, or assist in the destruction

or neutralization of harmful effects associated with contaminants Chemical treatment methods are applied both as stand-alone technologies, and as an integral part of the treatment process with physical methods

Among the energy intensive technologies, thermal methods have a dual role in water treatment applications They can be applied as a means of sterilization, thus providing high quality drinking water, and/or these technologies can be applied to the processing of the solid wastes or sludge, generated from water treatment applications In the latter cases, thermal methods can be applied in essentially the

same manner as they are applied to conditioning water, namely to sterilize sludge

contaminated with organic contaminants, and/or these technologies can be applied

to volume reduction Volume reduction is a key step in water treatment operations,

1

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2 WATER AND WASTEWATER TREATMENT TECHNOLOGIES

because ultimately there is a tradeoff between polluted water and hazardous solid waste

Energy intensive technologies include electrochemical techniques, which by and large are applied to drlnking water applications They represent both sterilization and conditioning of water to achieve a palatable quality

All three of these technology groups can be combined in water treatment, or they may be used in select combinations depending upon the objectives of water treatment Among each of the general technology classes, there is a range of both hardware and individual technologies that one may select from The selection of not only the proper unit process and hardware from within each technology group, but the optimum combinations of hardware and unit processes from the four groups depends upon such factors as:

1 How clean the final water effluent from our plant must be;

2 The quantities and nature of the influent water we need to treat;

3 The physical and chemical properties of the pollutants we need to remove

or render neutral in the effluent water;

4 The physical, chemical and thermodynamic properties of the solid wastes

generated from treating water; and

5 The cost of treating water, including the cost of treating, processing and

finding a home for the solid wastes

To understand this better, let us step back and start from a very fundamental viewpoint All processes are comprised of a number of unit processes, which are

in turn made up of unit operations Unit processes are distinct stages of a manufacturing operation They each focus on one stage in a series of stages, successfully bringing a product to its final form In this regard, a wastewater treatment plant, whether industrial, a municipal wastewater treatment facility, or

a drinlung water purification plant, is no different than, say, a synthetic rubber manufacturing plant or an oil refinery In the case of a rubber producing plant, various unit processes are applied to making intermediate forms of the product, which ultimately is in a final form of a rubber bale, that is sold to the consumer The individual unit processes in this case are comprised of: (1) a catalyst reparation stage - a pre-preparation stage for monomers and catalyst additives; (2)

polymerization - where an intermediate stage of the product is synthesized in the form of a latex or polymer suspended as a dilute solution in a hydrocarbon diluent;

(3) followed by finishing - where the rubber is dried, residual diluent is removed and recovered, and the rubber is dried and compressed into a bale and packaged for sale Each of these unit process operations are in turn comprised of individual unit operations, whereby a particular technology or group pf technologies are applied, which, in turn, define a piece of equipment that is used along the production line Drinking water and wastewater treatment plants are essentially no different There are individual unit processes that comprise each of these types of plants that are applied in a succession of operations, with each stage aimed at improving the quality of the water as established by a set of product-performance criteria The

criteria focuses on the quality of the final water, which in the case of drinking water

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 3

is established based upon legal criteria (e.g., the Safe Drinking Water Act, SDWA),

and if non-potable or process plant water, may be operational criteria (e.g., non- brackish waters to prevent scaling of heat exchange equipment)

The number and complexity of unit processes and in turn unit operations comprising a water purification or wastewater treatment facility are functions of the legal and operational requirements of the treated water, the nature and degree of contamination of the incoming water (raw water to the plant), and the quantities of water to be processed This means then, that water treatment facilities from a design and operational standpoints vary, but they do rely on overlapping and even identical unit processes

If we start with the first technology group, then filtration should be thought of as

both a unit process and a unit operation within a water treatment facility As a

separate unit process, its objective is quite clear: namely, to remove suspended solids When we combine this technology with chemical methods and apply sedimentation and clarification (other physical separation methods), we can extend the technology to removing dissolved particulate matter as well The particulate matter may be biological, microbial or chemical in nature, As such, the operation stands alone within its own block within the overall manufacturing train of the plant Examples of this would be the roughening and polishing stages of water treatment In turn, we may select or specify specific pieces of filtration equipment for these unit processes

The above gives us somewhat of an idea of the potential complexity of choosing the optimum group of technologies and hardware needed in treating water To develop

a cost-effective design, we need to understand not only what each of the unit processes are, but obtain a working knowledge of the operating basis and ranges for the individual hardware That, indeed, is the objective of this book; namely, to take a close look at the equipment options available to us in each technology group, but not individually Rather, to achieve an integrated and well thought out design,

we need to understand how unit processes and unit operations compliment each other in the overall design

This first chapter is for orientation purposes Its objectives are to provide an

overview of water treatment and purification roles and technologies, and to introduce terminology that will assist you in understanding the relation of the various technologies to the overall schemes employed in waster treatment applications Recommended resources that you can refer to for more in-depth information are included at the end of each chapter The organization of these resources are generally provided by subject matter Also, you will find a section for

the student at the end of each chapter that provides a list of Questionsfor ntinking

and Discussing These will assist in reinforcing some of the principles and concepts

presented in each chapter, if the book is used as a primary or supplement textbook

We should recognize that the technology options for water treatment are great, and quite often the challenge lies with the selection of the most cost-effective combinations of unit processes and operations In this regard, cost-factors are examined where appropriate in our discussions within later chapters

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4 WATER AND WASTEWATER TREATMENT TECHNOLOGIES

WHAT WE MEAN BY WATER PURIFICATION

When we refer to water purification, it makes little sense to discuss the subject

without first identifying the contaminants that we wish to remove from water Also,

the source of the water is of importance Our discussion at this point focuses on drinking water Groundwater sources are of a particular concern, because there are many communities throughout the U.S that rely on this form The following are some of the major contaminants that are of concern in water purification applications, as applied to drinking water sources, derived from groundwater

Surface Water

Groundwater Public Water

Surface Water Noncommunity

~

Groundwater

Heavy Metals - Heavy metals represent problems in terms of groundwater pollution The best way to identify their presence is by a lab test of the water or by contacting county health departments There are concerns of chronic exposure to low levels of heavy metals in drinking water

Turbidity - Turbidity refers to suspended solids, i.e muddy water, is very turbid Turbidity is undesirable for three reasons:

0 aesthetic considerations,

0 solids may contain heavy metals, pathogens or other contaminants,

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 5

0 turbidity decreases the effectiveness of water treatment techniques by

shielding pathogens from chemical or thermal damage, or in the case of

UV (ultra violet) treatment, absorbing the UV light itself

Organic Compounds - Water can be contaminated by a number of organic compounds, such as chloroform, gasoline, pesticides, and herbicides from a variety

of industrial and agricultural operations or applications These contaminants must

be identified in a lab test It is unlikely groundwater will suddenly become contaminated, unless a quantity of chemicals is allowed to enter a well or penetrating the aquifer One exception is when the aquifer is located in limestone Not only will water flow faster through limestone, but the rock is prone to forming vertical channels or sinkholes that will rapidly allow contamination from surface water Surface water may show great variations in chemical contamination levels due to differences in rainfall, seasonal crop cultivation, md industrial effluent levels Also, some hydrocarbons (the chlorinated hydrocarbons in particular) form

a type of contaminant that is especially troublesome These are a group of

chemicals known as dense nonaqueous phase liquids, or DNAPLs These include chemicals used in dry cleaning, wood preservation, asphalt operations, machining, and in the production and repair of automobiles, aviation equipment, munitions, and electrical equipment These substances are heavier than water and they sink quickly into the ground This makes spills of DNAPLs more difficult to handle than spills

of petroleum products As with petroleum products, the problems are caused by groundwater dissolving some of the compounds in these volatile substances These compounds can then move with the groundwater flow Except in large cities, drinking water is rarely tested for these contaminants Disposal of chemicals that have low water solubility and a density greater than water result in the formation

of distinct areas of pure residual contamination in soils and groundwater These chemicals are typically solvents and are collectively referred to as Dense Non- Aqueous Phase Liquids (DNAPLs) Because of their relatively high density, they tend to move downward through soils and groundwater, leaving small amounts along the migratory pathway, until they reach an impermeable layer where they collect in discrete pools Once the DNAPLs have reached an aquitard they tend to move laterally under the influence of gravity and to slowly dissolve into the groundwater, providing a long-term source for low level contamination of groundwater Because of their movement patterns DNAPL contamination is difficult to detect, characterize and remediate

Pathogens - These include protozoa, bacteria, and viruses Protozoa cysts are the largest pathogens in drinking water, and are responsible for many of the waterborne disease cases in the U.S Protozoa cysts range is size from 2 to 15 ,am (a micron

is one millionth of a meter), but can squeeze through smaller openings In order to insure cyst filtration, filters with a absolute pore size of lpm or less should be used The two most common protozoa pathogens are Giardia Zamblia (Giardia) and

Cryptosporidium (Crypto) Both organisms have caused numerous deaths in recent

years in the U.S and Canada, the deaths occurring in the young and elderly, and

the sick and immune compromised Many deaths were a result of more than one of

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6 WATER AND WASTEWATER TREATMENT TECHNOLOGIES

these conditions Neither disease is likely to be fatal to a healthy adult, even if untreated For example in Milwaukee in April of 1993, of 400,000 who were diagnosed with Crypto, only 54 deaths were linked to the outbreak, 84% of whom were AIDS patients Outside of the US and other developed countries, protozoa are responsible for many cases of amoebic dysentery, but so far this has not been

a problem in the U.S., due to the application of more advanced wastewater treatment technologies This could change during a survival situation Tests have

found Giardia and/or Crypto in up to 5 % of vertical wells and 26% of springs in

the U.S

Bacteria are smaller than protozoa and are responsible for many diseases, such as typhoid fever,' cholera, diarrhea, and dysentery Pathogenic bacteria range in size from 0.2 to 0.6 pm, and a 0.2 pm filter is necessary to prevent transmission Contamination of water supplies by bacteria is blamed for the cholera epidemics, which devastate undeveloped countries from time to time Even in the U.S., E coli

is frequently found to contaminated water supplies Fomately, E coli is relatively harmless as pathogens go, and the problem isn't so much with E coli found, but the fear that other bacteria may have contaminated the water as well Never the less, dehydration from diarrhea caused by E coli has resulted in fatalities One of hundreds of strains of the bacterium Escherichia coli, E coli 0157:H7 is

an emerging cause of food borne and waterborne illness Although most strains of

E coli are harmless and live in the intestines of healthy humans and animals, this strain produces a powerful toxin and can cause severe illness E coli 0157:H7 was first recognized as a cause of illness during an outbreak in 1982 traced to contaminated hamburgers Since then, most infections are believed to have come from eating undercooked ground beef However, some have been waterborne The presence of E coli in water is a strong indication of recent sewage or animal waste contamination Sewage may contain many types of disease-causing organisms Since E coli comes from human and animal wastes, it most often enters drinking water sources via rainfalls, snow melts, or other types of precipitation, E coli may

be washed into creeks, rivers, streams, lakes, or groundwater When these waters are used as sources of drinking water and the water is not treated or inadequately treated, E coli may end up in drinking water E coli 0157:H7 is one of hundreds

of strains of the bacterium E coli Although most strains are harmless and live in

the intestines of healthy humans and animals, this strain produces a powerful toxin and can cause severe illness Infection often causes severe bloody diarrhea and abdominal cramps; sometimes the infection causes non-bloody diarrhea Frequently, no fever is present It should be noted that these symptoms are common

to a variety of diseases, and may be caused by sources other than contaminated drinking water In some people, particularly children under 5 years of age and the elderly, the infection can also cause a complication, called hemolytic uremic syndrome, in which the red blood cells are destroyed and the kidneys fail About 2%-7% of infections lead to this complication In the U.S hemolytic uremic

syndrome is the principal cause of acute kidney failure in children, and most cases

of hemolytic uremic syndrome are caused by E coli 0157:H7 Hemolytic uremic

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 7

syndrome is a life-threatening condition usually treated in an intensive care unit Blood transfusions and kidney dialysis are often required With intensive care, the death rate for hemolytic uremic syndrome is 3 %-5% Symptoms usually appear

within 2 to 4 days, but can take up to 8 days Most people recover without antibiotics or other specific treatment in 5-10 days There is no evidence that antibiotics improve the course of disease, and it is thought that treatment with some antibiotics may precipitate kidney complications Antidiarrheal agents, such as

loperamide (Imodium), should also be avoided The most common methods of treating water contaminated with E coli is by using chlorine, ultra-violet light, or ozone, all of which act to kill or inactivate E coli Systems, using surface water sources, are required to disinfect to ensure that all bacterial contamination is inactivated, such as E coli Systems using ground water sources are not required

to disinfect, although many of them do According to EPA regulations, a system that operates at least 60 days per year, and serves 25 people or more or has 15 or more service connections, is regulated as a public water system under the Safe Drinking Water Act (SDWA) If a system is not a public water system as defined

by EPA's regulations, it is not regulated under the SDWA, although it may be regulated by state or local authorities Under the SDWA, EPA requires public water systems to monitor for coliform bacteria Systems analyze first for total coliform, because this test is faster to produce results Any time that a sample is positive for total coliform, the same sample must be analyzed for either fecal coliform or E coli Both are indicators of contamination with animal waste or human sewage The largest public water systems (serving millions of people) must take at least 480 samples per month Smaller systems must take at least five samples

a month, unless the state has conducted a sanitary survey - a survey in which a state inspector examines system components and ensures they will protect public health - at the system within the last five years

Viruses are the 2nd most problematic pathogen, behind protozoa As with protozoa, most waterborne viral diseases don't present a lethal hazard to a healthy adult Waterborne pathogenic viruses range in size from 0.020-0.030 pm, and are too small to be filtered out by a mechanical filter All waterborne enteric viruses affecting humans occur solely in humans, thus animal waste doesn't present much

of a viral threat At the present viruses don't present a major hazard to people drinking surface water in the U.S., but thls could change in a survival situation as

the level of human sanitation is reduced Viruses do tend to show up even in remote areas, so a case can be made for eliminating them now

THE DRINKING WATER STANDARDS

When the objective of water treatment is to provide drinking water, then we need

to select technologies that are not only the best available, but those that will meet local and national quality standards The primary goals of a water treatment plant

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What BATS Are

I

Ion Exchange Activated Alumina Inorganic

s e e m i n g l y i n n u m e r a b l e chemical substances, the multiplying of regulations, and trying to satisfy more discriminating palates In addition to the basics, designers must now keep in mind all manner of legal mandates, as well as public concerns and en-vironmental considerations, to provide

an initial prospective of water works engineering planning, design, and operation The growth of community water supply systems in the United States started in the early 1800s By 1860, over 400, and by the turn of the century over 3000 major water systems had been built to serve major cities and towns Many older plants were equipped with slow sand filters In the mid 1890s, the Louisville Water Company introduced the technologies of coagulation with rapid sand filtration The first application of chlorine in potable water was introduced in the 1830s for taste and odor control, at that time diseases were thought to be spread by odors It was not until the 1890s and the advent of the germ theory of disease that the importance of disinfection in potable water was understood Chlorination was first introduced on a practical scale in 1908 and then became a common practice Federal authority to establish standards for drinking water systems originated with the enactment by Congress in 1883 of the Interstate Quarantine Act, which authorized the Director of the United States Public Health Services (USPHS) to establish and enforce regulations to prevent the introduction, transmission, or spread of communicable diseases

Today resource limitations have caused the United States Environmental Protection Agency (USEPA) to reassess schedules for new rules A 1987 USEPA survey indicated there were approximately 202,000 public water systems in the United States About 29 percent of these were community water systems, which serve approximately 90 percent of the population Of the 58,908 community systems that serve about 226 million people, 51,552 were classified as "small" or "very small "

Each of these systems at an average serves a population of fewer than 3300 people The total population served by these systems is approximately 25 million people These figures provide us with a magnitude of scale in meeting drinking water demands in the United States Compliance with drinking water standards is not

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 9

uniform Small systems are the most frequent violators of federal regulations Microbiological violations account for the vast majority of cases, with failure to monitor and report Among others, violations exceeding SDWA maximum contaminant levels (MCLs) are quite common Bringing small water systems into compliance requires applicable technologies, operator ability, financial resources, and institutional arrangements The 1986 SDWA amendments authorized USEPA

to set the best available technology (BAT) that can be incorporated in the design for the purposes of complying with the National Primary Drinking Water Regulations (NPDWR) Current BAT to maintain standards are as follows:

For turbidity, color and microbiological control in surface water treatment: filtration Common variations of filtration are conventional, direct, slow sand, diatomaceous earth, and membranes

What BATS Are

Turbidity

Microbial

Disinfection Micro-

organisms

Chlorine Carbon Dioxide Chloramines

Diffused Aeration Oxidation Processes

For inorganic contaminants removal: membranes, ion exchange, activated alumina, and GAC

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10 WATER ANT) WASTEWATER TREATMENT TECHNOLOGIES

For corrosion control: typically, pH adjustment or corrosion inhibitors The implications of the 1986 amendments to the SDWA and new regulations have resulted in rapid development and introduction of new technologies and equipment for water treatment and monitoring over the last two decades Biological processes

in particular have proven effective in removing biodegradable organic carbon that may sustain the regrowth of potentially harmful microorganisms in the distribution system, effective taste and odor control, and reduction in chlorine demand and DBP

formation potential Both biologically-active sand or carbon filters provide cost effective treatment of micro-contaminants than do physicochernical processes in many cases Pertinent to the subject matter cover in this volume, membrane technology has been applied in drinking water treatment, partly because of affordable membranes and demand to removal of many contaminants

Microflltration, ultrafiltration, nanofiltration and others have become common names in the water industry Membrane technology is experimented with for the removal of microbes, such as Giardia and Cryptosporidium and for selective removal of nitrate In other instances, membrane technology is applied for removal

of DBP precursors, VOCs, and others

Other treatment technologies that have potential for full-scale adoption are photochemical oxidation using ozone and UV radiation or hydrogen peroxide for destruction of refractory organic compounds One example of a technology that was developed outside North America and later emerged in the U.S is the Haberer process This process combines contact flocculation, filtration, and powdered activated carbon adsorption to meet a wide range of requirements for surface water and groundwater purification

Utilities are seeking not only to improve treatment, but also to monitor their supplies for microbiological contaminants more effectively Electro-optical sensors

are used to allow early detection of algal blooms in a reservoir and allow for diagnosis of problems and guidance in operational changes Gene probe technology was first developed in response to the need for improved identification of microbes

in the field of clinical microbiology Attempts are now being made by radiolabeled and nonradioactive gene-probe assays with traditional detection methods for enteric viruses and protozoan parasites, such as Giardia and Cryprosporidium This technique has the potential for monitoring water supplies for increasingly complex groups of microbes

In spite of the multitudinous regulations and standards that an existing public water system must comply with, the principles of conventional water treatment process have not changed significantly over half a century Whether a filter contains sand, anthracite, or both, slow or rapid rate, constant or declining rate, filtration is still

filtration, sedimentation is still sedimentation, and disinfection is still disinfection

What has changed, however, are many tools that we now have in our engineering arsenal For example, , a supervisory control and data acquisition (SCADA) system can provide operators and managers with accurate process controI variables and operation and maintenance records In addition to being able to look at the various

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 11

options on the computer screen, engineers can conduct pilot plant studies of the multiple variables inherent in water treatment plant design Likewise, operators and managers can utilize an ongoing pilot plant facility to optimize chemical feed and develop important information needed for future expansion and upgrading Technology and ultimately equipment selection depends on the standards set by the regulations Drinking water standards are regulations that EPA sets to control the level of contaminants in the nation's drinking water These standards are part of the Safe Drinking Water Act's "multiple barrier" approach to drinking water protection, which includes assessing and protecting drinking water sources; protecting wells and collection systems; making sure water is treated by qualified operators; ensuring the integrity of distribution systems; and making information available to the public on the quality of their drinking water With the involvement

of EPA, states, tribes, drinking water utilities, communities and citizens, these multiple barriers ensure that tap water in the U.S and territories is safe to drink

In most cases, EPA delegates responsibility for implementing drinking water standards to states and tribes There are two categories of drinking water standards:

0 A National Primary Drinking Water Regulation (NPDWR or primary

standard) is a legally-enforceable standard that applies to public water systems Primary standards protect drinking water quality by limiting the levels of specific contaminants that can adversely affect public health and are known or anticipated to occur in water They take the form of Maximum Contaminant Levels (MCL) or Treatment Techniques (TT) standard) is a non-enforceable guideline regarding contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor, or color) in drinking water EPA recommends secondary standards to water systems but does not require systems to comply However, states may choose to adopt them as enforceable standards This information focuses on national primary standards

Drlnking water standards apply to public water systems (PWSs), which provide

water for human consumption through at least 15 service connections, or regularly serve at least 25 individuals Public water systems include municipal water companies, homeowner associations, schools, businesses, campgrounds and shopping malls EPA considers input from many individuals and groups throughout the rule-making process One of the formal means by which EPA solicits the assistance of its stakeholders is the National Drinking Water Advisory Council (NDWAC) The 15-member committee was created by the Safe Drinking Water Act It is comprised of five members of the general public, five representatives of state and local agencies concerned with water hygiene and public water supply, and five representations of private organizations and groups demonstrating an active interest in water hygiene and public water supply, including two members who are associated with small rural public water systems

e A National Secondary Drinking Water Regulation (NSDWR or secondary

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NDWAC advises EPA's Administrator on all of the agency's activities relating to drinlung water In addition to the NDWAC, representatives from water utilities, environmental groups, public interest groups, states, tribes and the general public are encouraged to take an active role in shaping the regulations, by participating in public meetings and commenting on proposed rules Special meetings are also held

to obtain input from minority and low-income communities, as well as representatives of small businesses

The 1996 Amendments to Safe Drinking Water Act require EPA to go through several steps to determine, first, whether setting a standard is appropriate for a particular contaminant, and if so, what the standard should be Peer-reviewed science and data support an intensive technological evaluation, which includes many factors: occurrence in the environment; human exposure and risks of adverse health effects in the general population and sensitive subpopulations; analytical methods

of detection; technical feasibility; and impacts of regulation on water systems, the economy and public health Considering public input throughout the process, EPA must (1) identify drinking water problems; (2) establish priorities; and (3) set

standards

EPA must first make determinations about which contaminants to regulate These determinations are based on health risks and the likelihood that the contaminant occurs in public water systems at levels of concern The National Drinking Water Contaminant Candidate List (CCL), published March 2, 1998, lists contaminants

that (1) are not already regulated under SDWA; (2) may have adverse health

effects; (3) are known or anticipated to occur in public water systems; and (4) may require regulations under SDWA Contaminants on the CCL are divided into priorities for regulation, health research and occurrence data collection

In August 2001, EPA selected five contaminants from the regulatory priorities on the CCL and determined whether to regulate them To support these decisions, the Agency determined that regulating the contaminants presents a meaningful opportunity to reduce health risk If the EPA determines regulations are necessary, the Agency must propose them by August 2003, and finalize them by February

2005 In addition, the Agency will also select up to 30 unregulated contaminants from the CCL for monitoring by public water systems serving at least 100,000 people Currently, most of the unregulated contaminants with potential of occurring

in drinkmg water are pesticides and microbes Every five years, EPA will repeat the cycle of revising the CCL, making regulatory determinations for five

contaminants and identifying up to 30 contaminants for unregulated monitoring In

addition, every six years, EPA will re-evaluate existing regulations to determine if modifications are necessary Beginning in August 1999, a new National Contaminant Occurrence Database was developed to store data on regulated and

unregulated chemical, radiological, microbial and physical contaminants, and other

such contaminants likely to occur in finished, raw and source waters of public water systems

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 13

After reviewing health effects studies, EPA sets a Maximum Contaminant Level Goal (MCLG), the maximum level of a contaminant in drinking water at which no

known or anticipated adverse effect on the health of persons would occur, and which allows an adequate margin of safety MCLGs are non-enforceable public health goals Since MCLGs consider only public health and not the limits of detection and treatment technology, sometimes they are set at a level which water systems cannot meet When determining an MCLG, EPA considers the risk to sensitive subpopulations (infants, children, the elderly, and those with compromised immune systems) of experiencing a variety of adverse health effects

SOME IMPORTANT DEFINITIONS

Maximum Contaminant Level (MCL) - The highest level of a

contaminant that is allowed in drinking water MCLs are set as

close to MCLGs as feasible using the best available treatment

technology and taking cost into consideration MCLs are

enforceable standards

Maximum Contaminant Level Goal (MCLG) - The level of a

contaminant in drinking water below which there is no known or

expected risk to health MCLGs allow for a margin of safety and

are non-enforceable public health goals

Maximum Residual Disinfectant Level (MRDL) - The highest

level of a disinfectant allowed in drinking water There is

convincing evidence that addition of a disinfectant is necessary for

control of microbial contaminants

Maximum Residual Disinfectant Level Goal (MRDLG) - The

level of a drinking water disinfectant below which there is no

known or expected risk to health MRDLGs do not reflect the

benefits of the use of disinfectants to control microbial

contaminants

Treatment Technique - A required process intended to reduce the

level of a contaminant in drinking water

Non-Carcinogens (excluding microbial contaminants) : For chemicals that can cause adverse non-cancer health effects, the MCLG is based on the reference dose

A reference dose (RFD) is an estimate of the amount of a chemical that a person

can be exposed to on a daily basis that is not anticipated to cause adverse health effects over a person's lifetime In RFD calculations, sensitive subgroups are included, and uncertainty may span an order of magnitude The RFD is multiplied

by typical adult body weight (70 kg) and divided by daily water consumption (2

liters) to provide a Drinking Water Equivalent Level (DWEL) Note that the DWEL is multiplied by a percentage of the total daily exposure contributed by

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14 WATER AMD WASTEWATER TREATMENT TECHNOLOGIES

drinking water to determine the MCLG This empirical factor is usually 20 percent, but can be a higher value

Chemical Contaminants (Carcinogens): If there is evidence that a chemical may cause cancer, and there is no dose below which the chemical is considered safe, the MCLG is set at zero If a chemical is carcinogenic and a safe dose can be deter mined, the MCLG is set at a level above zero that is safe

Microbid Contaminants: For microbial contaminants that may present public health risk, the MCLG is set at zero because ingesting one protozoa, virus, or bacterium may cause adverse health effects EPA is conducting studies to determine whether there is a safe level above zero for some microbial contaminants So far, however, this has not been established

Once the MCLG is determined, EPA sets an enforceable standard In most cases, the standard is a Maximum Contaminant Level (MCL), the maximum permissible level of a contaminant in water which is delivered to any user of a public water system The MCL is set as close to the MCLG as feasible, which the Safe Drinking Water Act defines as the level that may be achieved with the use of the best available technology, treatment techniques, and other means which EPA finds are available(after examination for efficiency under field conditions and not solely under laboratory conditions) are available, taking cost into consideration When there is no reliable method that is economically and technically feasible to measure

a contaminant at particularly low concentrations, a Treatment Technique 0 is set rather than an MCL A treatment technique (TT) is an enforceable procedure

or level of technological performance which public water systems must follow to ensure control of a contaminant Examples of Treatment Technique rules are the Surface Water Treatment Rule (disinfection and filtration) and the Lead and Copper Rule (optimized corrosion control) After determining a MCL or TT based on affordable technology for large systems, EPA must complete an economic analysis

to determine whether the benefits of that standard just@ the costs If not, EPA may adjust the MCL for a particular class or group of systems to a level that "maximizes health risk reduction benefits at a cost that is justified by the benefits I'

WHAT THE CURRENT DRINKING WATER STANDARDS ARE

The following matrices provide you with a summary of the NPDWRs or primary standards You should visit the EPA Web site (www.epa.gov) and become familiar with the various documents that are publically available You will not only find these regulations there, but detailed information that explains the reasoning behind each MCLG You will also find the entire legislation on this site and can become familiar with all of the subtleties of this piece of complex environmental legislation Tables 1 through 5 are derived from EPA Web site - www epa gov/safauter

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 15

MCL or

T T ~

Table 1 NPDW Regulations for Microorganisms

Potential Health Effects Sources of

from Ingestion of Water Contaminant in

Drinking Water Microorganisms

as of 31,01,02:

m3

cryptosporidim Gastrointestinal illness Human and

(e.g., diarrhea, vomiting, animal fecal waste cramps)

Giardia lamblia 'IT3

HPC has no health effects, KPC measures a but can indicate how range of bacteria effective treatment is at that are naturally controlling present in the microorganisms environment Legionnaire's Disease, Found naturally in commonly known as water; multiplies pneumonia in heating systems Used as an indicator that

other potentially harmful naturally present bacteria may be present'

Coliforms are

in the environment; fecal coliforms and E coli come from human and animal fecal waste

is associated with higher levels of microorganisms such as viruses, parasites and some bacteria These organisms can cause symptoms such as nausea, cramps, diarrhea, and associated headaches

Gastrointestinal illness Human and (e.g., diarrhedvomiting) animal fecal waste

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16 WATER AND WASTEWATER TREATMENT TECHNOLOGIES

Table 2 NPDW Regulations for Disinfectants and Disinfection Byproducts

MCL or TT' (mg/L)'

MRDLG

= 41

Chlorite

as of D1/01/02:

0.010

as of 01/01/02:

MRDL = 4.0'

as of 01/01/02:

MRDLG

= AI

Increased risk of Cancer

Eyehose irritation;

stomach discomfort, anemia

0.8

as of 01/01/02:

MRDL = 4.0'

nla6 none'

as of 01/0 1 /02:

nIa6 _ -

as of 01/01/02:

MRDL=O

.8'

as of 01/01/02:

m 0

as of 01/01/02:

0.060 0.10

as of

-

Anemia; Water additive used infants & Young to control microbes children: nervous

system effects Anemia; Byproduct of drinking infants YOU% water disinfection children: nervous

system effects Increased risk of Byproduct of drinkin$

water disinfection cancer

Liver, kidney or central nervous water disinfection system problems;

Byproduct of drinking

0.006

~

Byproduct of drinking water disinfection

Increase in blood Discharge from cholesterol; decrease in petroleum refineries; blood glucose fire retardants;

Water additive used

to control microbes

increased risk of cancer

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AN O V E R m W OF WATER AND WASTEWATER TREATMENT 17

Potential Health Effects from Ingestion of Water

Skin damage; circulatory system problems; increased risk of cancer

Increased risk of developing benign intestinal polyps

Increase in blood pressure

Intestinal lesions

Kidney damage

Some people who use water containing chromium well

in excess of the MCL over

many years could experience allergic dermatitis Short term exposure:

ceramics; electronics solder

Erosion of natural deposits; runoff from glass & electronics production wastes Decay of asbestos cement in water mains; erosion of natural deposits Discharge of drilling wastes; discharge from metal refineries erosion of natural deposits

Discharge from meta refineries and coal- burning factories; discharge from electrical, aerospace, and defense industrie Corrosion of galvanized pipes; erosion of natural deposits; discharge from metal refineries runoff from waste batteries and paints Discharge from steel and pulp mills: erosion of natural deposits

Corrosion of household plumbing systems; erosion o f natural deposits Discharge from steel/metal factories; discharge from plasti and fertilizer factorif

1.3

Clhromium

:total)

TT8Action Level = 1.3 Zopper

zyanide (as

free

:yanide)

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18 WATER AND WASTEWATER TREATMENT TECHNOLOGIES

Potential Health Effects

from Ingestion of Water

Bone disease (pain and tenderness of the bones);

Children may get mottled teeth

Infants and children: Delays

in physical or mental develor Adults: Kidney problems;

high blood pressure Kidney damage

Runoff from fertilize] use; leaching from septic tanks, sewage; erosion of natural deposits

landfills and cropland 4.0

blue and has shortness of breath

Hair or fingernail loss;

numbness in fingers or toes; petroleum refineries; circulatory problems erosion of natural

Runoff from fertilize1 use; leaching from septic tanks, sewage;

Discharge from

deposits; discharge from mines Hair loss; changes in blood; Leaching from ore- kidney, intestine, or liver

processing sites; electronics, glass, and pharmaceutical

TT*;

Action Level = 0.015 0.002

10

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 19

Organic

Chemicals

Table 4 NPDW Regulations for Organic Chemicals

MCLG' (mg/L )'

Potential Health Effects from Ingestion of Water Nervous system or blood problems;

Eye, liver, kidney or spleen problems;

anemia; increased risk of cancer Cardiovascular system problems;

reproductive difficulties Anemia; decrease in blood platelets;

Acrylamide

Sources of Contaminant in Drinking Water Added to water during sewagelwastewater treatment

Runoff from herbicide used on row crops

Discharge from factories; leaching from gas storage tanks and landfills

or nervous system; fumigant used on reproductive rice and alfalfa difticulties

Liver problems; Discharge from increased risk of

cancer other industrial

chemical plants and activities

Residue of banned Liver or nervous

system problems; tenniticide increased risk of

cancer Liver or kidney Discharge from problems chemical and

agricultural chemical factories Kidney, liver, or Runoff from adrenal gland herbicide used on problems row crops

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20 WATER AND WASTEWATER TREATMFNI' TECHNOLOGIES

p-Dichlorobenzene 0.075 0.075 Anemia; liver, Discharge from

kidney or spleen industrial chemical damage; changes in factories

blood

cancer industrial chemical 1,Z-Dichloroethane zero 0.005 Increased risk of Discharge from

factories 1,l- 0.007 0.007 Liver problems Discharge from

cis-l,2- 0.07 0.07 Liver problems Discharge from

trans-1,Z 0.1 0.1 Liver problems Discharge from

Liver problems;

Increased risk of cancer

factories Discharge from pharmaceutical and chemical factories Discharge from industrial chemical kactories

Leaching from PVC Iplumbing systems; discharge from Discharge from rubber and chemical

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Ah' OVERVIEW OF WATER AND WASTEWATER TREATMENT 21

0.7

O.ooOo5

0.7

Stomach and intestinal problems Nervous system effects Stomach problems;

reproductive difficulties;

Liver or kidney problems Stomach problems;

reproductive difficulties;

Kidney problems;

reproductive difficulties IHeptachlor I zero

of cancer Liver or kidney problems;

reproductive difficulties; risk of

Reproductive difficulties

difficulties;

0.02 Cataracts

,

Sources of

1 Contaminantin Drinking Water

Runoff from herbicide used on soybeans and vegetables Emissions from waste incineration and other combustion;

discharge from chemical factories Runoff from herbicide use Runoff from herbicide use Residue of banned insecticide Discharge from industrial chemical factories; added to water during treatment process Discharge from petroleum refineries Discharge from petroleum refineries

~ Runoff from herbicide use

IResidue of banned termiticide Breakdown of hepatachlor Discharge from metal refineries and agricultural chemical factories

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MCL or

TP

(mg/L)' 0.05

0.0002

Organic

Chemicals

Kidney or stomach problems

difficulties

Slight nervous system effects

Skin changes;

thymus gland problems; immune deficiencies;

reproductive or

nervous system difficulties;

Liver or kidney problems; increased risk of cancer Liver problems Problems with blood Liver, kidney, and circulatory problems bxamyl (Vydate)

Nervous system,

kidney, or liver problems

Xscharge from :hemica1 factories Luna ff/leaching

?om insecticide ised on catttle, umber, gardens Runoff/Ieaching

?om insecticide

i s e d on fruits, yregetables, alfalfa, ivestock

Run0 f f h c h i n g from insecticide llsed on apples,

?otatoes, and tomatoes Runoff from landfils; discharge 3f waste chemicals

Discharge From wood preserving factories Herbicide runoff Herbicide runoff Discharge from rubber and plastic factories; leaching from landfills Discharge from factories and dry

cleaners Discharge from petroleum factories

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 23

Changes in adrenal glands

I lo Xylenes (total)

Liver, kidney, or immune system problems Liver problems;

Potential Health Effects from

Kidney, liver, or thyroid problems;

0.002

10

Increased risk of cancer pipes; discharge

Leaching from PVC from plastic factories Nervous system Discharges from damage petroleum and

~~ ~

Sources of

Contaminant in Drinking Water Runoff/leaching from insecticide used on cotton and cattle

Potential Health Effects from hgestion of Water Increased risk of cancer

Table 5 NPDW Regulations for Radionuclides

12/08/03:

zero

Residue of banned herbicide Discharge from textile finishing factories Discharge from metal degreasing sites and other factories Discharge from industrial chemical factories

Discharge from petroleum refineries

Sources of Contaminant

in Drinking Water

Erosion of natural deposits

I -

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Potential Health Effects from Ingestion of

Increased risk of cancer

Erosion of natural deposits

The following footnotes apply to the above tables

* Definitions: Refer to the discussion box on page 12

Units are in milligrams per liter (mg/L) unless otherwise noted Milligrams per liter are equivalent to parts per million

EPA's surface water treatment rules require systems using surface water or ground water under the direct influence of surface water to (1) disinfect their water, and (2) filter their water or meet criteria for avoidmg filtration so that the following contaminants are controlled at the following levels:

0 Cryptosporidium: (as of January 1, 2002) 99 % removalhnactivation

Giardia lamblia: 99.9 % removal/inactivation

0

Viruses: 99.99% rernovalhnactivation

0 Legionella: No limit, but EPA believes that if Giardia and viruses are

Turbidity: At no time can turbidity (cloudiness of water) go above 5

removedhactivated, Legionella will also be controlled

nephelolometric turbidity units (NTU); systems that filter must ensure that the turbidity go no higher than 1 NTU (0.5 NTU for conventional or

direct filtration) in at least 95% of the daily samples in any month As of

January 1,2002, turbidity may never exceed 1 NTU, and must not exceed 0.3 NTU in 95 5% of daily samples in any month

0

0 HPC: No more than 500 bacterial colonies per milliliter

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AN OVERVIEW OF WATER AND WASTEWATER TREATMENT 25

No more than 5.0% samples total coliform-positive in a month (For water systems that collect fewer than 40 routine samples per month, no more than one sample can be total coliform-positive) Every sample that has total coliforms must

be analyzed for fecal coliforms There may not be any fecal coliforms or E coli Fecal coliform and E coli are bacteria whose presence indicates that the water

may be contaminated with human or animal wastes Disease-causing microbes (pathogens) in these wastes can cause diarrhea, cramps, nausea, headaches, or other symptoms These pathogens may pose a special health risk for infants, young children, and people with severely compromised immune systems

Although there is no collective MCLG for this contaminant group, there are individual MCLGs for some of the individual contaminants:

Trihalomethanes: bromodichloromethane (zero); bromoform (zero); dibromochloromethane (0.06 mg/L) Chloroform is regulated with this group but has no MCLG

mg/L) Monochloroacetic acid, bromoacetic acid, and dibromoacetic acid are regulated with this group but have no MCLGs

MCLGs were not established before the 1986 Amendments to the Safe Drinking

e Haloacetic acids: dichloroacetic acid (zero); trichloroacetic acid (0.3

Water Act Therefore, there is no MCLG for this contaminant

Lead and copper are regulated by a Treatment Technique that requires systems to control the corrosiveness of their water If more than 10% of tap water samples exceed the action level, water systems must take additional steps For copper, the action level is 1.3 mg/L, and for lead is 0.015 mg/L

Each water system must certify, in writing, to the state (using third-party or manufacturer's certification) that when acrylamide and epichlorohydrin are used in drinking water systems, the combination (or product) of dose and monomer level does not exceed the levels specified, as follows:

e Acrylamide = 0.05% dosed at 1 mg/L (or equivalent)

Epichlorohydrin = 0.01 % dosed at 20 mg/L (or equivalent)

NATIONAL SECONDARY DRINKING WATER REGULATIONS

National Secondary Drinking Water Regulations (NSDWRs or secondary standards) are non-enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,

or color) in drinking water EPA recommends secondary standards to water systems but does not require systems to comply However, states may choose to adopt them as enforceable standards The following table summarizes the secondary standards

Tiêu đề	Handbook of Water and Wastewater Treatment Technologies
Tác giả	Nicholas P. Cheremisinoff, Ph.D.
Thể loại	handbook
Năm xuất bản	2002
Thành phố	Boston

Định dạng
Số trang	654
Dung lượng	16,43 MB