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Industrial Waste Treatment Handbook
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Industrial Waste Treatment Handbook
Industrial Waste Treatment Handbook
Frank Woodard, Ph.D., P.E.,
President
Copyright © 2001 by Butterworth–Heinemann
A member of the Reed Elsevier group
All rights reserved.
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.
Butterworth–Heinemann supports the efforts of American Forests and the Global ReLeaf program in its
campaign for the betterment of trees, forests, and our environment.
Library of Congress Cataloging-in-Publication Data
Woodard, Frank, 1939
Industrial waste treatment handbook/Frank Woodard
p. cm.
Includes bibliographical references and indexes.
ISBN 0-7506-7317-6
1. Factory and trade waste—Management—Handbooks, manuals, etc. 2. Sewage—Purification—Handbooks, manuals,
etc. 3. Industries—Environmental
TD897.W67 2000]
628.4—dc21
00-044448
British Library Cataloguing-in-Publication Data
A catalogue record for this book is available from the British Library.
The publisher offers special discounts on bulk orders of this book.
For information, please contact:
Manager of Special Sales
Butterworth–Heinemann
225 Wildwood Avenue
Woburn, MA 01801-2041
Tel: 781-904-2500
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For information on all Butterworth–Heinemann publications available, contact our World Wide Web home page at:
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10 9 8 7 6 5 4 3 2 1
Printed in the United States of America
v
Dedication
To Dr. James C. Buzzell, whose fascinating
anecdotes lured me into this profession; Dr. Otis
J. Sproul, by whose example I became accustomed to
and enjoyed hard work and a scholarly approach
to life; Dr. James E. Etzel, by whose example I
developed an insatiable desire to figure out better
ways to achieve treatment of industrial wastes; and
my (almost) lifelong best friend, Jean McNeary
Woodard, who deserves much of the credit for the
existence of this book.
1 Management of Industrial Wastes: Solids, Liquids, and Gases.................... 1
1.1 Management of Industrial Wastewater ................................................................................ 1
1.2 O&M Costs........................................................................................................................... 10
1.3 Management of Solid Wastes from Industries ..................................................................... 18
1.4 Management of Discharges to the Air.................................................................................. 20
1.5 Bibliography ......................................................................................................................... 28
2 Fundamentals .................................................................................................... 29
2.1 Introduction.......................................................................................................................... 29
2.2 Characteristics of Industrial Wastewater.............................................................................. 29
2.3 The Polar Properties of Water ............................................................................................. 30
2.4 Electrical and Thermodynamic Stability ............................................................................... 33
2.5 Chemical Structure and Polarity of Water............................................................................ 36
2.6 Hydrogen Bonding ............................................................................................................... 37
2.7 Polar Solvents versus Nonpolar Solvents True Solutions.................................................. 38
2.8 Emulsification....................................................................................................................... 40
2.9 Colloidal Suspensions.......................................................................................................... 43
2.10 Mixtures Made Stable by Chelating Agents ....................................................................... 44
2.11 Summary............................................................................................................................ 44
2.12 Examples ........................................................................................................................... 45
2.13 Bibliography ....................................................................................................................... 48
3 Laws and Regulations....................................................................................... 49
3.1 Introduction.......................................................................................................................... 49
3.2 History of Permitting and Reporting..................................................................................... 49
3.3 Requirements....................................................................................................................... 49
3.4 Water Pollution Control Laws............................................................................................... 50
3.5 Groundwater Pollution Control Laws ................................................................................... 52
3.6 Air Pollution Control Laws.................................................................................................... 55
3.7 Bibliography ......................................................................................................................... 60
4 Wastes from Industries ..................................................................................... 61
4.1 Chemical Descaling............................................................................................................. 61
4.2 Degreasing........................................................................................................................... 62
4.3 Rinsing................................................................................................................................. 64
4.4 Electroplating of Tin............................................................................................................. 65
4.5 The Copper Forming Industry .............................................................................................. 74
4.6 Prepared Frozen Foods ....................................................................................................... 77
4.7 Wastes From De-inking ....................................................................................................... 86
4.8 Die Casting: Aluminum, Zinc, and Magnesium .................................................................... 93
4.9 Anodizing and Alodizing....................................................................................................... 99
4.10 Production and Processing of Coke................................................................................... 103
4.11 The Wine-Making Industry ................................................................................................. 107
4.12 The Synthetic Rubber Industry .......................................................................................... 110
4.13 The Soft Drink Bottling Industry ......................................................................................... 119
4.14 Production and Processing of Beef, Pork, and Other Sources of Red Meat ..................... 124
4.15 Rendering of By-Products from the Processing of Meat, Poultry, and Fish....................... 130
4.16 The Manufacture of Lead Acid Batteries............................................................................ 138
4.17 Bibliography ....................................................................................................................... 144
5 Industrial Stormwater Management................................................................. 149
5.1 General ................................................................................................................................ 149
5.2 Federal Stormwater Regulations ......................................................................................... 149
5.3 Prevention of Groundwater Contamination.......................................................................... 151
5.4 Stormwater Segregation, Collection, Retention, and Treatment.......................................... 152
5.5 Design Storm ....................................................................................................................... 152
5.6 System Failure Protection.................................................................................................... 153
5.7 Stormwater Retention .......................................................................................................... 153
5.8 Stormwater Treatment ......................................................................................................... 153
5.9 Stormwater as a Source of Process Water Makeup ............................................................ 154
5.10 Bibliography ....................................................................................................................... 165
6 Wastes Characterization: The Wastes Characterization Study, Wastes
Audit, and the Environmental Audit.................................................................... 166
6.1 Wastes Characterization Study............................................................................................ 166
6.2 Wastes Audit........................................................................................................................ 169
6.3 Environmental Audit............................................................................................................. 172
6.4 Characteristics of Industrial Wastewater.............................................................................. 179
6.5 Characteristics of Discharges to the Air............................................................................... 192
6.6 Sample Analysis .................................................................................................................. 198
6.7 Ambient Air Sampling .......................................................................................................... 198
6.8 Characteristics of Solid Waste Streams from Industries...................................................... 201
6.9 Bibliography ......................................................................................................................... 205
7 Pollution Prevention.......................................................................................... 208
Findings and Policy .................................................................................................................... 208
7.1 General Approach................................................................................................................ 209
7.2 Source Reduction ................................................................................................................ 212
7.3 The Waste Audit .................................................................................................................. 215
7.4 Benefits of Pollution Prevention ........................................................................................... 216
7.5 Bibliography ......................................................................................................................... 216
8 Methods for Treating Wastewaters from Industry.......................................... 219
8.1 General ................................................................................................................................ 219
8.2 Principle and Nonprinciple Treatment Mechanisms............................................................. 220
8.3 Waste Equalization .............................................................................................................. 223
8.4 pH Control............................................................................................................................ 227
8.5 Chemical Methods of Wastewater Treatment...................................................................... 230
8.6 Biological Methods of Wastewater Treatment ..................................................................... 255
8.7 Development of Design Equations for Biological Treatment of Industrial Wastes ............... 256
8.8 Physical Methods of Wastewater Treatment ....................................................................... 322
8.9 Bibliography ......................................................................................................................... 394
9 Treatment and Disposal of Solid Wastes from Industry ................................ 397
9.1 Characterization of Solid Wastes ......................................................................................... 398
9.2 The Solid Waste Landfill ...................................................................................................... 400
9.3 Solid Waste Incineration ...................................................................................................... 409
9.4 The Process of Composting Industrial Wastes .................................................................... 421
9.5 Solidification and Stabilization of Industrial Solid Wastes .................................................... 427
9.6 Bibliography ......................................................................................................................... 433
10 Methods for Treating Air Discharges from Industry .................................... 437
10.1 Reduction at the Source .................................................................................................... 437
10.2 Containment....................................................................................................................... 437
10.3 Treatment........................................................................................................................... 438
10.4 Bibliography ....................................................................................................................... 456
Index ...................................................................................................................... 461
ix
Preface
This book has been developed with the intention of providing an updated primary reference
for environmental managers working in industry, environmental engineering consultants,
graduate students in environmental engineering, and government agency employees
concerned with wastes from industries. It presents an explanation of the fundamental
mechanisms by which pollutants become dissolved or suspended in water or air, then builds
on this knowledge to explain how different
treatment processes work, how they can be
optimized, and how one would go about efficiently selecting candidate treatment processes.
Examples from the recent work history of
Woodard & Curran, as well as other environmental engineering and science consultants,
are presented to illustrate both the approach
used in solving various environmental quality
problems and the step-by-step design of facilities to implement the solutions. Where permission was granted, the industry involved in each
of these examples is identified by name. Otherwise, no name was given to the industry, and
the industry has been identified only as to type
of industry and size. In all cases, the actual
numbers and all pertinent information have
been reproduced as they occurred, with the
intent of providing accurate illustrations of
how environmental quality problems have been
solved by one of the leading consultants in the
field of industrial wastes management.
This book is intended to fulfill the need for
an updated source of information on the characteristics of wastes from numerous types of
industries, how the different types of wastes are
most efficiently treated, the mechanisms
involved in treatment, and the design process
itself. In many cases, “tricks” that enable lower
cost treatment are presented. These “tricks”
have been developed through many years of
experience and have not been generally available except by word of mouth.
The chapter on laws and regulations is presented as a summary as of the date stated in the
chapter itself and/or the addendum that is
issued periodically by the publisher. For information on the most recent addendum, please
call the publisher or Woodard & Curran’s
office in Portland, Maine, at (207) 774-2112.
x
Acknowledgments
This work was produced over a period of more
than five years; during that time, a very large
number of individuals, corporations, and various
business organizations contributed significant
material. I have tried to cite each contributor,
and I apologize mightily if I have missed one or
more. Thus, I extend heartfelt gratitude and
acknowledgement to:
Adam H. Steinman; Aeration Technologies,
Inc.; R. Gary Gilbert; Albert M. Presgraves;
Andy Miller; Claire P. Betze; Connie Bogard;
Connie Gipson; Dennis Merrill; Dr. Steven
E. Woodard; Geoffrey D. Pellechia; George
Abide; George W. Bloom; Henri J. Vincent; Dr.
Hugh J. Campbell; J. Alastair Lough; Janet
Robinson; Dr. James E. Etzel; James
D. Ekedahl; Karen L. Townsend; Katahdin
Analytical Services; Keith A. Weisenberger;
Kurt R. Marston; Michael Harlos; Michael
J. Curato; Patricia A. Proux-Lough; Paul
Bishop; Randy E. Tome; Eric P. King; Raymond G. Pepin; Robert W. Severance; Steven
N. Whipple; Steven Smock; Susan G. Stevens;
Terry Rinehart; and Thora Knakkergaard, all of
whom contributed text or verbal information
from which I freely drew, either word-for-word
or by way of paraphrase. I extend special
thanks to Adam Steinman, Esq., who provided
text and verbal information regarding laws,
regulations and environmental audits.
1
1 Management of Industrial
Wastes: Solids, Liquids, and Gases
The approach used to develop systems to treat
and dispose of industrial wastes is distinctly
different from the approach used for municipal
wastes. There is a lot of similarity in the characteristics of wastes from one municipality, or
one region, to another. Because of this, the best
approach to designing a treatment system for
municipal wastes is to analyze the performance
characteristics of many existing municipal systems and deduce an optimal set of design
parameters for the system under consideration.
Emphasis is placed on the analysis of other systems, rather than on the waste stream under
consideration. In the case of industrial waste,
however, few industrial plants have a high
degree of similarity between products produced and wastes generated. Therefore,
emphasis is placed on analysis of the wastes
under consideration, rather than on what is taking place at other industrial locations. This is
not to say that there is little value in analyzing
the performance of treatment systems at other,
more or less similar, industrial locations. Quite
the opposite is true. It is simply a matter of
emphasis.
Wastes from industries are customarily classified as liquid wastes, solid wastes, or air pollutants, and often the three are managed by
different people or departments. The three separate categories are regulated by separate and
distinct bodies of laws and regulations, and historically, public and governmental emphasis
has moved from one category to another from
one time period to another. The fact is, however, that the three categories of wastes are
closely interrelated, both as they impact on the
environment and as they are generated and
managed by individual industrial facilities.
Solid wastes disposed of in the ground can
influence the quality of groundwater and
surface waters by way of leachate entering the
groundwater and traveling with it through the
ground, then entering a surface water body
with groundwater recharge. Volatile organics in
that recharge water can contaminate the air. Air
pollutants can fall out to become surface water
or groundwater pollutants, and water pollutants
can infiltrate into the ground or volatilize into
the air.
Waste treatment processes can also transfer
substances from one of the three waste categories to one or both of the others. Air pollutants
can be removed from an air discharge by means
of a water solution scrubber. The waste scrubber solution must then be managed to enable it
to be discarded within compliance with applicable water regulations. Airborne particulates
can be removed from an air discharge using a
bag house, thus creating a solid waste to be
managed. On still a third level, waste treatment
or disposal systems themselves can directly
impact on the quality of air, water, or ground.
Activated sludge aeration tanks are very effective in causing volatilization of substances
from wastewater. Failed landfills can be potent
polluters of both groundwater and surface
water.
The total spectrum of industrial wastes, then,
must be managed as substances resulting from
a system of interrelated activities. Materials
balances must be tracked, and overall cost
effectiveness must be kept in focus.
Management of Industrial Wastewater
With respect to industrial wastewater, Figure
1-1 illustrates the approach for developing a
well-operating, cost-effective treatment system.
The first step is to gain familiarity with
the manufacturing processes themselves. This
2 Industrial Waste Treatment Handbook
Figure 1-1 Approach for developing an industrial wastewater treatment system.
usually starts with a tour of the facility, and
then progresses through a review of the literature and interviews with knowledgeable
people. The objective is to gain an understanding of how wastewater is produced, for two
reasons. The first is to enable an informed and
therefore effective wastes reduction, or minimization (pollution prevention) program; the
second is to enable proper choice of candidate
treatment technologies.
Analysis of Manufacturing Processes
One of the first steps in the analysis of manufacturing processes is to develop a block
diagram that shows how each manufacturing
process contributes wastewater to the treatment
facility, as is illustrated in Figure 1-2. In Figure
1-2, a block represents each step in the manufacturing process. The supply of water to each
point of use is represented on the left side of
the block diagram. Wastewater that flows away
from each point of wastewater generation is
shown on the right side.
Figure 1-2 is representative of the processes
involved in producing finished woven fabric
from an intermediate product of the textile
industry. The “raw material” for this process is
first subjected to a process called “desizing,”
during which the substances used to size the
woven greige goods, or raw fabric, are
removed. The process uses sulfuric acid; therefore, the liquid waste from this process would
be expected to have a low pH as well as contain
whatever substances were used as sizing. For
instance, if starch were the substance used to
size the fabric, the liquid waste from the desizing process would be expected to exhibit a high
biochemical oxygen demand (BOD).
As the knowledge became available, from
the industry’s records, if possible, or from measurements taken as part of a wastewater characterization study, the flow rates, total quantities
for a typical processing day, upper and lower
limits, and characteristics such as BOD, chemical oxygen demand (COD), total suspended
solids (TSS), total dissolved solids (TDS),
and specific chemicals would be indicated on
the block diagram. Each individual process
Management of Industrial Wastes: Solids, Liquids, and Gases 3
undergone during the industrial process would
be developed and shown on the block diagram,
as illustrated in Figure 1-2.
Wastes Minimization and Wastes
Characterization Study
After becoming sufficiently familiar with the
manufacturing processes as they relate to
wastewater generation, the design team should
institute a wastes minimization program
(actually part of a pollution prevention program) as described in Chapter 7. Then, after the
wastes reduction program has become fully
implemented, a wastewater characterization
study should be carried out, as described in
Chapter 6.
Figure 1-2 Typical woven fabric finishing process flow diagram. (From the EPA Development Document for the Textile
Mills Industry.)
4 Industrial Waste Treatment Handbook
The ultimate purpose of the wastewater
characterization study is to provide the
design team with accurate and complete
information on which to base the design of
the treatment system. Both quantitative and
qualitative data are needed to properly size
the facility and to select the most appropriate
treatment technologies.
Often, enough new information about materials usage, water use efficiency, and wastes
generation is learned during the wastewater
characterization study to warrant a second level
of wastes minimization effort. This second part
of the wastes minimization program should be
fully implemented, and its effectiveness should
be verified by more sampling and analyses,
which amounts to an extension of the wastewater characterization study.
A cautionary note is appropriate here concerning maintenance of the wastes minimization program. If, after implementation of the
wastes minimization program, operation of the
manufacturing facilities and/or housekeeping
practices loses attention and becomes lax so
that wastewater increases in volume, strength,
or both, the treatment facility will be underdesigned and will be overloaded at the start. It is
extremely important that realistic goals be set
and maintained for the wastes minimization
program, and that the design team, as well as
the industry’s management team, are fully
aware of the consequences of overloading the
treatment system.
Treatment Objectives
After the volume, strength, and substance characteristics of the wastewater have been
established, the treatment objectives must be
determined. These objectives depend on where
the wastewater is to be sent after treatment. If
the treated wastewater is discharged to another
treatment facility, such as a regional facility or
a municipal treatment system, pretreatment
requirements must be complied with. As a
minimum, the Federal Pretreatment Guidelines issued by the Environmental Protection
Agency (EPA) and published in the Federal
Register must be complied with. Some
municipal or regional treatment facilities have
pretreatment standards that are more stringent
than those required by the EPA.
If the treated effluent is discharged to an
open body of water, then a National Pollutant Discharge Elimination System (NPDES)
permit, plus a permit issued by the appropriate state agency, must be complied with. In
all cases, Categorical Standards issued by the
Federal EPA apply, and it is necessary to
work closely with one or more government
agencies while developing the treatment
objectives.
Selection of Candidate Technologies
Once the wastewater characteristics and the
treatment objectives are known, candidate technologies for treatment can be selected.
Rationale for selection is discussed in detail in
Chapter 8. The selection should be based on
one or more of the following:
• Successful application to a similar wastewater
• Knowledge of chemistry, biochemistry, and
microbiology
• Knowledge of what technologies are available, as well as knowledge of their
respective capabilities and limitations
Then, bench scale investigations should be
conducted to determine technical as well as
financial feasibility.
Bench Scale Investigations
Bench scale investigations quickly and efficiently determine the technical feasibility and
a rough approximation of the financial feasibility of a given technology. Bench scale
studies range from rough experiments in
which substances are mixed in a beaker and
results are observed almost immediately, to
rather sophisticated continuous flow studies in
which a refrigerated reservoir contains representative industrial wastewater, which is
pumped through a series of miniature treatment devices that are models of the full-size
equipment. Typical bench scale equipment
Management of Industrial Wastes: Solids, Liquids, and Gases 5
includes the six-place stirrer shown in
Figure 1-3(a), small columns for ion exchange
resins, activated carbon, or sand, shown in
Figure 1-3(b), “block aerators,” shown in
Figures 1-3(c) and (d), for performing microbiological treatability studies, and any number
of custom-designed devices for testing the
technical feasibility of given treatment
technologies.
Because of scale-up problems, it is seldom
advisable to proceed directly from the results
of bench scale investigations to design of the
full-scale wastewater treatment system. Only in
cases for which extensive experience exists
with both the type of wastewater being treated
and the technology and types of equipment to
be used can this approach be justified. Otherwise, pilot scale investigations should be
conducted for each technology that appears to
be a legitimate candidate for reliable, costeffective treatment.
In the absence of pilot scale investigations,
the design team is obliged to be conservative in
estimating design criteria for the treatment system. The likely result is that the cost for the
facility will be greater than the total cost for the
pilot scale investigations plus the treatment
facility that would have been designed using
the information that would have been developed from the pilot scale investigations. Said
another way, the objective of pilot scale investigations is to develop the data necessary to
determine the minimum size and least costly
system of equipment to enable the design of a
treatment system that will reliably meet its
intended purpose.
Figure 1-3(a) Photograph of a six-place stirrer. (Courtesy of ©Phipps & Bird, Inc., 2000.)