Page 798 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
P. 798

Biological Reactors                                                                              753



            1.0=d(rock). Therefore, the number of rocks in a unit volume,  Rearranging (23.A.17) to solve for qS=qZ,
            say 1.0 m, is

                                                                     qS    1      S      pf    1
                                              3
                                      1:0 m                            ¼      ^ m      X                (23:A:18)
                                                      (23:A:8)       qZ    Y    K m þ S       HLR
                                      d(rock)
                           N(rocks) ¼                                                    d r
            Substituting (23.A.8) in (23.A.7),                 which in finite-difference form is
                                               3
                                    2   1:0 m         (23:A:9)      DS      1     S       pf   1
                   A(rocks) ¼ pd(rock)                                 ¼      ^ m      X                (23:A:19)
                                       d(rock)                      DZ     Y    K m þ S  d r  HLR
                               p
                                                     (23:A:10)
                          ¼
                            d(rock)                            which in a form for numerical solution is
                              pf
                                                     (23:A:11)

                          ¼                                      S ZþDZ   S z  1     S      pf    1
                            d(rock)                                              ^ m      X             (23:A:20)
                                                                    DZ     ¼   Y   K m þ S   d r  HLR
            where
              f is the packing ratio (number of rocks actual=number of  or
                spherical rocks with rectangular arrangement)
              d r   d(rock) (m)                                               1     S       pf      1
                                                                                ^ m                     (23:A:21)
                                                                                         X
                                                                              Y   K m þ S   d r  HLR
                                                                  S ZþDZ ¼ S z
              Keeping in mind that the packing is not rectangular, a
            factor, f, is introduced in (23.A.10) to give (23.A.11); in
                                                               Any model must be ‘‘calibrated’’; a calibration factor, F,is
            which f   1.0.
                                                               inserted in (23.A.21),
              Substituting (23.A.11) in (23.A.5),

                 qS               qS                                           1     S      pf    1

                    P   A   DZ ¼    v  DZ   P   A                                ^ m      X              F   DZ
                 qt               qZ                               S ZþDZ ¼ S Z    Y  K m þ S    HLR
                    o                                                                       d r

                                 1     S       pf                                                       (23:A:22)

                                    ^ m     X        A   DZ

                                 Y   K m þ S   d r
                                                               The factor F is inserted in lieu of adjusting the kinetic coef-
                                                     (23:A:12)
                                                               ficients. This model can be depicted by means of a spread-
            Divide both sides of (23.A.12) by PADZ,            sheet.


                 qS       qS  1      S    X pf                 23.A.1.2  Approximation Model by ‘‘Lumping’’
                     ¼   v       ^ m                 (23:A:13)
                 qt       qZ  Y    K m þ S P  d r                        Coefficients
                                                               Another approach in modeling the packed-bed biofilm reactor
            Recall that                                        is to ‘‘lump’’ the coefficients along with the S variable in the
                                                               denominator in the Monod relation. This approach is used
                                vPA ¼ HLR   A        (23:A:14)  most often in other references. Repeating (23.A.18),
            or
                                                                     ds    1      S      pf    1

                                                                              ^ m     X                 (23:A:18)
                                                                     dz    Y   K m þ S       HLR
                                                                       ¼
                                    HLR                                                  d r
                                                     (23:A:15)
                                  v ¼
                                     P
                                                               Regrouping terms in (23.A.18) and including F,
                                                  3
            where HLR is the hydraulic loading rate (m water=s=m 2


            filter bed).                                              ds         1     pf  X     S
                                                                       ¼  ^m                 F          (23:A:23)
              Substituting (23.A.15) in (23.A.13)                    dz       K m þ S  d r  Y  HLR


               qS      HLR qS   1      S    X pf               Separating the variables,
                                   ^ m               (23:A:16)
                   ¼

               qt       P   qZ  Y    K m þ S P  d r
                  o

                                                                                          X
                                                                    dS         1     pf       F
            Assuming steady state,                                     ¼  ^m                     dZ     (23:A:24)
                                                                     S       K m þ S  d r  Y HLR


                          qS   1      S      pf                       S          1     pf  X     Z

                 0 ¼ HLR          ^ m     X          (23:A:17)      ln  ¼  ^m                 F         (23:A:25)
                          qZ   Y   K m þ S   d r                      S o     K m þ S  d r  Y   HLR
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