tctuvan

New Member
Biological Treatment Processes
Mary Lou Bungay, Henry R. Bungay (auth.), Lawrence K. Wang, Norman C. Pereira (eds.)

I. INTRODUCTION
Breakdown of organic wastes by normal cellular processes is often an ef-
fective and economic treatment. This chapter will introduce certain con-
cepts from biochemistry and biology that are fundamental to biological
waste treatment. Specific treatment processes will be covered in subse-
quent chapters.
Living cells consume organic material and use its energy to sustain
normal activity, to grow, and to reproduce. Some of the cells' wastes-
water, carbon dioxide, and minerals-are environmentally acceptable.
The cellular mass, however, is itself pollutional because its discharge into
streams and lakes would provide nutrients for micoorganisms that
consume oxygen; thus fish could die from suffocation. Biological waste
treatment usually strives to produce cellular material that is easily collect-
ible for disposal.
Operation of treatment processes without regard for basic scientific
principles has little chance of achieving high efficiency. Although under-
standing is incomplete because of the great complexity of bioprocesses
containing ill-defined nutrients and many different organisms, there have
been practical results in terms of design and processes improvements
through considering biochemistry and biology.
II. THE CELL
In a scientific context, life is most adequately described in terms of activ-
ity. An entity that is organized so as to maintain a definite structure, re-
spond to stimuli, grow, reproduce its own kind, and acquire the energy
needed for all of these activities is generally regarded as a living
organism.
The cell is the structural and functional unit of life. In multicellular
organisms, cells are often highly specialized and function in cooperation
with other specialized cells. But many organisms are, in fact, free-living
single cells.
Although cells differ in size, shape, and specialization, all have the
same basic structure. Every cell is composed of cytoplasm: a colloidal
system of large organic molecules and a complex solution of smaller or-
ganic molecules and inorganic salts. The cytoplasm is bounded by a
semielastic, selectively permeable cell membrane that controls the move-
ment of molecules into and out of the cell. Threadlike chromosomes sus-
pended in the cytoplasm bear a linear arrangement of genes. Information
carried on the genes controls every cellular activity, and, as the units of
heredity, genes determine the characteristics of cells from one generation
to the next.
In most cells, the chromosomes are surrounded by a cell membrane,
to form a conspicuous nucleus. A number of other organized intracellular
structures serve as specialized sites for cellular activities. Certain cells of
green plants, for example, contain chloroplasts, which play an essential
role in photosynthesis. Chlorophyll, the photosynthetic pigment is con-
tained within the layered membranous structure of the chloroplast. Cells
that possess organized nuclei are sometimes described as eukaryotic.
In bacteria and blue-green algae the chromosomes are not sur-
rounded by a membrane, and there is little apparent subcellular organiza-
tion. The chlorophyll of blue-gree algae is associated with loosely
arranged membranes within the cytoplasm; bacterial chlorophyll, when
present, is located in vesicular chromatophores. Because they lack a dis-
crete nucleus, these organisms are said to be prokaryotic.
Many cells are surrounded by an outer covering, external to the cell
membrane. Plant cells, bacteria, and blue-green algae are protected by
rigid cell walls. Certain algae and Protozoa are surrounded by siliceous
shells.
The distinctive and sometimes elaborate shape exhibited by many
unicellular organisms is an inherited characteristic. However, evidence
gathered in the culture of isolated cells suggests that in multicellular or-
ganisms, cell shape is environmentally determined.
BIOLOGICAL CONCEPTS FOR ENVIRONMENTAL CONTROL 3
The smallest known cell, pleuropneumonia-like organism (PPLO) is
approximately 0.1 micron (Il-m) in diameter, and the largest, the ostrich
egg, about 150 mm in diameter. Most cells, however, have diameters of
0.5--40 Il-m. Because all of the substances required by the cell must enter
through the surface membrane, one of the most important limitations to
cell size is the ratio of surface to volume. The ease with which a given
substance passes through the membrane, its rate of diffusion through the
cytoplasm, and the rate at which it is used by the cell have a bearing on
cell size. Another important factor in cell size is the proximity of the
genes, which continuously monitor cellular activity; as cell size In-
creases, interaction with remote parts of the cell diminishes.
III. BIOCHEMISTRY
A. Important Compounds
Despite the obvious diversity of living forms, there is a surprising consist-
ency in the chemical nature of all living things. Virtually every living sys-
tem includes the same four kinds of compounds: carbohydrates, lipids,
proteins, and nucleic acids.
Carbohydrates are composed of carbon, hydrogen, and oxygen,
commonly in a ratio of 1: 2: 1 (CnH2nOn ). Carbohydrates that will not
form simpler compounds upon the addition of water (hydrolysis) are
called simple sugars, or monosaccharides. Simple sugars contain from
three to seven carbons; the most common is a six-carbon molecule called
glucose. With the removal of a molecule of water (condensation), two
simple sugars may combine to form a disaccharide. For example, the di-
saccharide maltose contains two molecules of glucose (Fig. 1); the con-
densation of glucose and fructose, another six-carbon sugar, produces su-
crose, or cane sugar.
In the same manner a large number of monosaccharide units may be
joined to form polysaccharides, such as starch, glycogen, or cellulose
(Fig. 2). Starch and glycogen are energy storage compounds. Cellulose is
a major structural material in plants.
Lipids are also made up of carbon, hydrogen, and oxygen. Fats are a
very common form of lipid composed of a molecule of glycerol and usu-
ally three fatty acid molecules. Fatty acids are characterized by a straight
carbon chain and, like all organic acids, by a carboxyl group, -COOH.
Figure 3 shows the general configuration of a triglyceride in which R, R',
and R" represent the carbon chains of three different fatty acids. Palmitic



Link tải:
 

tctuvan

New Member
Book cover Biological treatment processes
Biological treatment processes Volume 8
Nazih K. Shammas, Lawrence K. Wang, Norman C. Pereira, Yung-Tse Hung

Pollution and its effects on the environment have emerged as critical areas of research within the past 30 years. The Handbook of Environmental Engineering is a collection of methodologies that study the effects of pollution and waste in their three basic forms: gas, solid, and liquid. In Volume 8, Biological Treatment Processes, tried-and-true solutions comprise a “methodology of pollution control”. The distinguished panel of authors contributes detailed chapters, which include topics ranging from treatment by land application, activated sludge processes, and submerged aeration to trickling filters, lagoons, rotating biological contactors, sequencing batch reactors, digestions, and composting. Volume 8 and its sister book - Volume 9: Advanced…


Preface
The past thirty years have seen the emergence of a growing desire worldwide that
positive actions be taken to restore and protect the environment from the degrading
effects of all forms of pollution – air,water, soil, and noise. Since pollution is a direct or
indirect consequence of waste, the seemingly idealistic demand for “zero discharge”
can be construed as an unrealistic demand for zero waste. However, as long as
waste continues to exist, we can only attempt to abate the subsequent pollution by
converting it to a less noxious form. Three major questions usually arise when a
particular type of pollution has been identified: (1) How serious is the pollution?
(2) Is the technology to abate it available? and (3) Do the costs of abatement justify
the degree of abatement achieved? This book is one of the volumes of the Handbook
of Environmental Engineering series. The principal intention of this series is to help
readers formulate answers to the last two questions above.
The traditional approach of applying tried-and-true solutions to specific pollution
problems has been a major contributing factor to the success of environmental engi-
neering, and has accounted in largemeasure for the establishment of a “methodology
of pollution control.” However, the realization of the ever-increasing complexity and
interrelated nature of current environmental problems renders it imperative that
intelligent planning of pollution abatement systems be undertaken. Prerequisite to
such planning is an understanding of the performance, potential, and limitations of
the various methods of pollution abatement available for environmental scientists
and engineers. In this series of handbooks, we will review at a tutorial level a broad
spectrum of engineering systems (processes, operations, and methods) currently
being utilized, or of potential utility, for pollution abatement. We believe that the
unified interdisciplinary approach presented in these handbooks is a logical step in
the evolution of environmental engineering.
Treatment of the various engineering systems presented will show how an engi-
neering formulation of the subject flows naturally from the fundamental principles
and theories of chemistry, microbiology, physics, and mathematics. This emphasis on
fundamental science recognizes that engineering practice has in recent years become
more firmly based on scientific principles rather than on its earlier dependency on
empirical accumulation of facts. It is not intended, though, to neglect empiricism
where such data lead quickly to the most economic design; certain engineering
systems are not readily amenable to fundamental scientific analysis, and in these
instances we have resorted to less science in favor of more art and empiricism.
Since an environmental engineer must understand science within the context of
application, we first present the development of the scientific basis of a particular
subject, followed by exposition of the pertinent design concepts and operations,
and detailed explanations of their applications to environmental quality control or
remediation. Throughout the series, methods of practical design and calculation are
illustrated by numerical examples. These examples clearly demonstrate how orga-
nized, analytical reasoning leads to the most direct and clear solutions. Wherever
possible, pertinent cost data have been provided.
Our treatment of pollution-abatement engineering is offered in the belief that the
trained engineer should more firmly understand fundamental principles, be more
aware of the similarities and/or differences among many of the engineering systems,
and exhibit greater flexibility and originality in the definition and innovative solution
of environmental pollution problems. In short, the environmental engineer should by
conviction and practice be more readily adaptable to change and progress.
Coverage of the unusually broad field of environmental engineering has
demanded an expertise that could only be provided through multiple authorships.
Each author (or group of authors) was permitted to employ, within reasonable limits,
the customary personal style in organizing and presenting a particular subject area;
consequently, it has been difficult to treat all subject material in a homogeneous
manner. Moreover, owing to limitations of space, some of the authors’ favored topics
could not be treated in great detail, and many less important topics had to be merely
mentioned or commented on briefly. All authors have provided an excellent list of
references at the end of each chapter for the benefit of interested readers. As each
chapter is meant to be self-contained, some mild repetition among the various texts
was unavoidable. In each case, all omissions or repetitions are the responsibility of the
editors and not the individual authors.With the current trend towardmetrication, the
question of using a consistent systemof units has been a problem.Wherever possible,
the authors have used the British system (fps) along with the metric equivalent (mks,
cgs, or SIU) or vice versa. The editors sincerely hope that this duplicity of units’ usage
will prove to be useful rather than being disruptive to the readers.
The goals of the Handbook of Environmental Engineering series are: (1) to cover entire
environmental fields, including air and noise pollution control, solid waste process-
ing and resource recovery, physicochemical treatment processes, biological treat-
ment processes, biosolids management, water resources, natural control processes,
radioactive waste disposal and thermal pollution control; and (2) to employ a multi-
media approach to environmental pollution control since air, water, soil and energy
are all interrelated.
As can be seen from the above handbook coverage, no consideration is given
to pollution by type of industry, or to the abatement of specific pollutants. Rather,
the organization of the handbook series has been based on the three basic forms in
which pollutants and waste are manifested: gas, solid, and liquid. In addition, noise
pollution control is included in the handbook series.
This particular book Volume 8, Biological Treatment Processes, is a sister book to
Volume 9, Advanced Biological Treatment Processes. Both books have been designed
to serve as comprehensive biological treatment textbooks as well as wide-ranging
reference books.We hope and expect they will prove of equal high value to advanced
undergraduate and graduate students, to designers of water and wastewater
treatment systems, and to scientists and researchers. The editors welcome comments
from readers in all of these categories.
This book Volume 8, Biological Treatment Processes, covers the subjects, of funda-
mental biological concepts, wastewater land application subsurface application, sub-
merged aeration, surface aeration, spray aeration, activated sludge processes, pure
oxygen activated sludge process, waste stabilization ponds, lagoons, trickling filters,
rotating biological contactors, sequencing bath reactors, oxidation ditch, biological
nitrification, denitrification, anaerobic digestion, aerobic digestion, composting, ver-
micomposting, odor control and VOC control. The sister book Volume 9, Advanced
Biological Treatment Processes, covers the subjects of biological process kinetics,
vertical shaft bioreactors, aerobic granulation technology,membrane bioreactors, SBR
nutrient removal, simultaneous nitrification and denitrification, single-sludge nutri-
ent removal system, nitrogen removal process selection, column bioreactor, upflow
sludge blanket filtration, anaerobic lagoons, storage ponds, vertical shaft digestion,
flotation, biofiltration, biosolids land application, deep-well injection, natural biolog-
ical processes, emerging suspended growth biological processes, emerging attached
growth biological processes and environmental engineering conversion factors.
The editors are pleased to acknowledge the encouragement and support received
fromtheir colleagues and the publisher during the conceptual stages of this endeavor.
We wish to thank the contributing authors for their time and effort, and for having
patiently borne our reviews and numerous queries and comments. We are very
grateful to our respective families for their patience and understanding during some
rather trying times. The editors are especially indebted to Dr. Nazih K. Shammas of
the Lenox Institute ofWater Technology,Massachusetts, for his services as Consulting
Editor of this Volume.
Lawrence K. Wang, Lenox, MA
Norman C. Pereira, St. Louis, MO
Yung-Tse Hung, Cleveland, OH



Link tải:
 

Các chủ đề có liên quan khác

Top