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22          Biological Reactions and Kinetics








            The purpose of a biological-treatment system is to convert  was experimented with in England about 1875, the focus soon
            ‘‘substrates,’’ through the use of microbes, to benign reaction  shifted to biological treatment. By the first decade of the
            ‘‘products.’’ The substrates are usually organic compounds; in  twentieth century, trickling filters had developed, and
            the case of municipal wastewaters, examples include fats,  by 1920 activated sludge was a fledgling technology. The
            sugars, proteins as general categories. The ‘‘products,’’ in  purpose was to remove organic matter from wastewaters
            the case of an aerobic reaction, include carbon dioxide and  sufficiently so that the receiving stream did not become
            water, and new cells. If the reaction is anaerobic, methane and  septic, nor develop sludge banks. The idea was to utilize the
            carbon dioxide, and new cells, are products. Biological treat-  ‘‘assimilative capacity’’ of the receiving water, which
            ment is favored in most cases because, as a rule, it is usually  became the modus operandi for treatment. The assimilative
            ‘‘cheap’’ relative to alternatives.                capacity concept was dislodged by the Water Quality Act of
              Traditionally, biological treatment has been applied to  1965 (PL 89-234), which required each state to establish
            wastewaters but during the 1980s its use for the removal of  stream standards.
            natural organic matter (NOM) was explored. Biological treat-  About 1980, the perspective on biological treatment
            ment may be applied to any situation in which a microbe can  was expanded to drinking water. Biofilms on packed beds
            react with a substrate.                            of granular media were used in research to explore the feasi-
              In understanding biological processes, reactions and kinet-  bility of the technology applied to NOM in drinking water
            ics are the underlying themes. When combined with the  treatment.
            mathematical characteristics of a particular kind of reactor,
            reactions=kinetics are the bases for rational theory.
                                                               22.1.2 PRACTICE
                                                               The Lawrence Experiment Station was important in launching
            22.1 BACKGROUND                                    the technologies of biological treatment, c. 1890, and used
                                                               pilot plant studies to compare the effects of different variables.
            Biological treatment started experimentally about 1890 at the
                                                               The practice that emerged by 1900, however, was largely
            Lawrence Experiment Station in Massachusetts. This was
                                                               empirical and has remained so. The idea of 6 h detention
            some 10 years after the field of microbiology, the scientific
                                                               time was the basis for sizing activated-sludge reactors,
            underpinning, had developed an identity that evolved from                                    3
                                                               along with ‘‘loading rate’’ with units, ‘‘lb BOD=ft reactor
            Pasteur’s discoveries, c. 1857 (Prescott et al., 1993, pp. 6–12).
                                                               volume=day.’’ The same was true for trickling filters with
            Sanitary engineering, as a field, evolved during the 1880s,                    2
                                                               loading-rate units, ‘‘lb BOD=ft  surface area=day’’ and
            and had an identity by about 1890, stimulated by an       2
                                                               ‘‘mgd=ft surface area.’’
            academic program at the Massachusetts Institute of Technol-
            ogy (MIT). The development of the MIT program was
            related to faculty and student involvement with the Lawrence  22.1.3 THEORY
            Experiment Station.
                                                               The research started on a more scientific track from after 1950.
                                                               Mathematical modeling came into vogue (McCabe and
                                                               Eckenfelder, 1956; Stewart et al., 1959; McKinney, 1962),
            22.1.1 1880–1980
                                                               and the role of microbiology became assimilated quantitatively
            The Lawrence Experiment Station was established by the  with the introduction of such terms as ‘‘substrate,’’ ‘‘cell-
            Massachusetts Legislature in 1887 in response to some of  yield,’’ ‘‘specific growth rate,’’ ‘‘food-to-microorganism
            the great issues of the day, including safe drinking water,  ratio’’ (see, for example, McKinney, 1962). With the modeling
            sewerage, wastewater treatment, and stream pollution. While  came a need to understand the reactions and kinetics (e.g.,
            chemical treatment by lime precipitation and other methods  Gram, 1956), which, of course were microbiological.













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