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520                            Fundamentals of Water Treatment Unit Processes: Physical, Chemical, and Biological



            Typically, the granules for packed-beds are 28–48 mesh  the ion is being removed, which may be seen in terms of an
            (0.3–0.6 mm). The site charges are related to pH as follows  isotherm. For a given influent concentration of counterion,
            (Carlson and Thomson, 2001):                       e.g., ‘‘A ,’’ C o (A ), to a packed-bed, the quantity adsorbed is
                                                                      þ
                                                                             þ
                                                               X*(‘‘A ’’).
                                                                     þ
                                                  þ
              At pH < pH zpc , the sites are charged as OH 2
                                                               16.2.1.1  Expressions of Capacity
              At pH ¼ pH ZPC , the sites are charged as OH
              At pH > pH ZPC , the sites are charged as O      Helfferich (1962) lists seven expressions of ion-exchanger
              For reference, pH ZPC ¼ 8.2–9.1, where pH ZPC is the pH  capacity and mentions that confusion often is the result. The
                 at zero-point charge                          ‘‘mass capacity’’ is recommended, and is defined as ‘‘milliequi-
                                                               valents of exchange capacity per gram of dry resin,’’ or meq=g
                                                               dry resin. A holdover expression from the early days of soft-
              Regarding the background on the development of practice,                             3
                                                               ening practice is ‘‘kilograins as CaCO 3 =ft .’’ Conversions
            Savinelli and Black (1958, p. 34) reviewed the use of acti-
                                                               between various units of capacity are given in Appendix 16.A.
            vated alumina for fluoride removal in a full-scale plant con-
                                                           3
                                                     3
            structed in 1952 at Bartlett, Texas using a 14.15 m (500 ft )
            bed. They cited C.S. Boruff as the person who initiated the  16.2.1.2  Upper Limit of Capacity
            development of activated alumina, who in 1934 described  The upper limit of ion-exchanger ‘‘capacity’’ is the number of
            regeneration with NaOH, followed by neutralization with  sites per unit mass of dry media, designated as X M , expressed
            HCl. A 1936 patent by H.V. Churchill mentioned specifically  usually in milliequivalents of sites per gram of dry media. For
            the use of activated alumina (as contrasted with aluminum  a zeolite, X M must be determined empirically. For resin, X M
            oxide). The alumina was ‘‘activated’’ by heating it to 4008C–  may be calculated as illustrated in Example 16.1.
            5008C in the presence of alkali metal ions; the heating was the
            only distinction seen in the literature between activated alu-  Example 16.1 Theoretical Exchange Capacity
            mina and alumina.                                     Calculation (Adapted from Helfferich, 1964, p. 74)
              The steps in fluoride removal (Rubel and Woosley, 1978,
            p. 45; Rubel, 1984) were summarized as: (1) the treatment
                                                                  Given
            mode should be at 5.0 < pH < 6.0, adjusted by sulfuric acid
                                                                  Assume the resin is sulfonated polystyrene with 8% DVB.
            addition to the raw water; (2) backwash at HLR (backwash)    Required
                             2
            18 m=h (7.4 gpm=ft ) for about 10 min to remove small
                                                                  Calculate the theoretical exchange capacity in meq=g dry
            particulates and break up any packing of the bed; (3) regen-
                                                                  resin.
            eration which has several steps and consists of up-flow rinse
                                            2                     Solution
            with raw water at 12.2 m=h (5.0 gpm=ft ), drainage to top of
                                                                  The steps in the calculation are enumerated as follows:
            bed, down-flow with 1% by weight of NaOH at 6.12 m=h
                     2
            (2.5 gpm=ft ). Each step is about 30 min duration. The fore-
            going was based on a bed depth of 1.50 m (5.0 ft). A fourth  1. The sulfonated styrene consists  2. The DVB consists
            step is neutralization with H 2 SO 4 . For the treated water,  of the monomers     of the monomers
            adjustment of pH to pH   7.5 should be done by blending
            or addition of NaOH. Meenakshi and Maheshwari (2006)           –CH–CH –                –CH–CH –
                                                                                                        2
                                                                                 2
            reported fluoride concentrations >10 mg=L at a survey of
            some 17 locations in India. Removal by activated alumina
            were on the order of 0.75 fraction, with as high as 0.90
            fraction; inflow concentrations were 4–9mg=L and required
            a pH range, 5 < pH   6. At pH > 7 silicate and hydroxide             +                 –CH–CH –
                                                                            SO 3  • H                   2
            compete strongly for exchange sites and at pH < 5 the acti-
            vated alumina tends to dissolve into solution. The regener-
                                                                     For each monomer, MW      For each monomer,
            ation interval was every 4–6 months.
                                                                     (C 8 H 8 O 3 S) ¼ 186.2   MW (C 10 H 10 ) ¼ 130
            16.2 ION-EXCHANGE THEORY
                                                                    3. With 8% DVB, there are 8 DVB units for every 92
            Ion-exchange theory involves ion affinity, capacity, equilib-  sulfonated styrene units, giving a total MW ¼
            ria, kinetics, and hydraulics. The associated principles are  92   186.2 þ 8   130 ¼ 17,130 þ 1,040 ¼ 18,170 for
                                                                      100 units.
            similar to adsorption.
                                                                    4. For the 92 units of sulfonated styrene there are also
                                                                      92 gram-equivalents of H , which are the same as
                                                                                          þ
                                                                      92 gram-equivalents of exchange capacity. In other
            16.2.1 CAPACITY OF MEDIA
                                                                      words a sulfonic acid group may occupy a place on
            For a displacing ion, the fraction of sites occupied by that ion  the styrene that does not have a DVD monomer
            depends upon the concentration in the solution from which  attached.
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