Page 239 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
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194                            Fundamentals of Water Treatment Unit Processes: Physical, Chemical, and Biological



            bacteria, cysts, algae, spores, rotifers, fecal debris from  larger than a given lower limit size, for example, 2 mm.
            rodents, etc. Most of these particles also have negative  Particle counting instruments require regular maintenance,
            charges, as measured by ‘‘zeta potential,’’ and are removed  for example, calibration and cleaning.
            coincidentally with mineral colloids.

            9.2.2.3  Natural Organic Matter and Color          9.2.3 TURBIDITY AND PARTICLE COUNTS IN AMBIENT
            Natural organic matter (NOM) is comprised of humic and    WATERS AND FINISHED WATERS
            FAs, found in almost all surface waters, and are due to
                                                               Turbidity and particle counts vary from place to place and
            breakdown of vegetation. Humic acids (HA) have molecular
                                                               seasonally. Despite the wide variation in source waters, the
            weights ranging from several hundred to several thousand and
                                                               variation in finished waters is remarkedly narrow.
            are comprised primarily of aromatic compounds (i.e., with
            benzene-rings in various forms). FAs are similar in structure
            but have lower molecular weights. A property of NOM is  9.2.3.1  Spatial Variation in Source Waters Compared
            ‘‘color;’’ its removal has been an ancillary objective of coagu-  with Plant Effluents
            lation since about 1900. About 1975, however, NOM was  Table 9.2 lists raw and filtered water turbidity and particle
            found to be a ‘‘disinfection by-product’’ (DBP) precursor  counts for 10 water treatment plants in the United States. As
            (Symons et al., 1975); after being determined carcinogenic,  seen in Table 9.2, raw water turbidities vary from as low as
            became a removal priority. NOM has a negative charge and is  0.2 NTU for Lake Mead near Las Vegas to as high as 49 for
            removed partially by coagulation, for example, in the range  Winnetka, Illinois. Particle counts vary from 3,200 #=mL for
            10%–90%. Concentrations of NOM in surface waters range  Lake Mead near Las Vegas to 500,000 #=mL for Winnetka,
            from about 1–50 mg=L as dissolved organic carbon (DOC),  Illinois. Filter effluent turbidities in Table 9.2 vary from 0.01
            with a median about 4 mg=L. The molecular weight of most  to 0.07 NTU with effluent particle counts as low as 41–720
            organic color and humic substances is in the range, 700 <  #=mL. The data show a representative range in turbidity levels
            MW < 200,000 (O’Melia et al., 1979, p. 590).       and corresponding particle counts for both raw water and
                                                               filtered water.
            9.2.2.4  Total Organic Carbon
            A measure of NOM is total organic carbon (TOC), which has  9.2.3.2  Seasonal Variation
            two components, that is, particulate organic carbon (POC)  The water quality characteristics of every ambient water show
            DOC) In ambient waters, the DOC portion dominates, for  a characteristic profile with respect to time. Average monthly
            example, during spring runoff of a mountain stream,  turbidities and alkalinities are shown in Figure 9.2a and b,
            measurements were, TOC ¼ 9.6 mg=L; DOC   9.4 mg=L;  respectively, for the Cache La Poudre River, a mountain
            POC   0.2 mg=L (Carlson and Gregory, 2000, p. 559).  stream in Colorado. These profiles illustrate the variability
                                                               that occurs for most water quality constituents over an annual
            9.2.2.5  Turbidity
                                                               cycle which must be considered in water treatment.
            Light scattering, that is, ‘‘nephelometry,’’ is a property of
            colloidal suspensions. Thus, if a light source is directed into
            such a suspension the light will ‘‘scatter.’’ A detector located  9.3 CHEMISTRY
            at a right angle to the light source will show a reading that is
                                                               Coagulation is based on chemistry. In the early decades,
            approximately proportional to the concentration of colloidal
                                                               c. 1900–1930, and through the 1980s, practice was based largely
            matter (for a given suspension). An instrument arranged in
                                                               on empiricism. Theory began to evolve, c. 1920 and was assimi-
            such fashion is called a turbidimeter. A turbidity unit is a
                                                               lated during each subsequent decade through the 1990s.
            measure obtained by a turbidimeter from a standardized
            suspension, called a nephelometric turbidity unit (NTU).
            Natural waters have a wide range of turbidities, ranging
                                                               9.3.1 CHEMISTRY OF COAGULATION:EVOLUTION
            from as low as 0.2 NTU for mountain streams in the winter
                                                                      OF THEORY AND PRACTICE
            to several hundred NTU for a muddy river. Values vary
            seasonally and with rainfall events as well; for example, a  Chemical treatment of municipal wastewaters, for example,
            mountain stream may have turbidities of perhaps 50 NTU  using lime or ‘‘sulfate of alumina,’’ was well established in
            during spring runoff.                              Great Britain in 1870 (Metcalf and Eddy, 1916, p. 5). In 1885,
                                                               due to difficulties in filtration of Mississippi River water for
            9.2.2.6  Particle Counts                           New Orleans, alum was tried which led to the modern practice
            Particle counting technology evolved from about 1970 for  of rapid filtration (as opposed to slow sand). Since the ionic
            discrete samples to continuous ‘‘on-line’’ particle counting  theory of solution was yet to be formulated, that is, by Svante
            during the late 1980s becoming common in water treatment  Arrhenius in his 1884 doctoral thesis, the early practice had
            during the 1990s. These instruments can measure particle  little theoretical basis. Later, in reviewing 1920s research,
            concentrations in selected size ranges, for example, >2 mm,  Willcomb (1932, p. 1418) was aware of the role of pH on
            >5 mm, etc., as well as total counts, that is, all particle sizes  alum coagulation.
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