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314  SOLID-LIQUID  SEPARATION



                    EXAMPLE 11.4                                       Filtering period is
                   Filtration and Washing of a Compressible Material
                A kaolin slurry has the properties                     if  = 0.25 + O.O035(vf  - 0.0423) + 70.0(Vj - 0.0018).

                    c = 200 kg solid/m3 filtrate,                      Daily production rate,
                    y = 0.001 N sec/mz, 2.78(E - 7) N hr/m2,
                    ps = 200 kg/m3,                                    R, = (no of  batches/day)(filtrate/batch)
                    a= 87(E10)(1+ P/3.45)0.7 m/kg with P in bar,
                    E  1 - 0.460(1+ P/3.45)0.12.
                                                                         -               245
                                                                         -
                The equations for a and E  are taken from Table 11.8.      1.25 + 0.0035(vf - 0.0423) + 70(Vj - 0.0018).
                   Filtration  will  proceed  at  a  constant  rate  for  15min,  the
                pressure will rise to 8 bar and filtration will continue at this pressure   The tabulation shows that R, is a max when V, = 0.127.
                until  the  end  of  the  operation.  Filter  cloth  resistance  is
                Rf = 1(1010) m-l.  The down time per batch is 1 hr.                      +
                                                                                  v,              Rd
                a.  Find the maximum daily production of  filtrate.              0.12        1.3507
                b.  The  filtrate will  be  blown  and  then  washed  with  a  volume  of   0.126   1.3526
                  water  equal to the  pore  space of  the  cake. Find the  maximum   0.127  1.2533  1.3527  (rnax)
                   daily production of  filtrate under these conditions.         0.1 28      1.3526
                                                                                 0.1 29      1.3525
                                                                                 0.130       1.3522
                Part (a)
                Basis 1 m2 of filtering surface. At P = 8 bar, or 8(105) Pa   Part (b)
                    a = 87(1010)(1 + 8/3.45)0.7 = 2.015(1012) m/kg,
                                                                                             = 200(0'47) = 0.07095,
                    E=  1 - 0.46(1+ 8/3.45)'.l2 = 0.47,             Amount of  wash liquid =  p,(l-  E)  2500(0.53)
                    yca = (0.001/3600)(200)(2.015)(1012) = 1.12(10s) N hr/m4.

                The filtration equation (11.2) is                   wash rate = filtering rate at the conclusion of  the filtration
                    dV-    AAP                    AP
                      -
                    dt  y(Rf + aCV/A) = (0.001/3600)[1010 + 2.Ol5(lO1')(20O)V]
                      -      AP                                        t,  = wash time =  0.709vf[2780 + 1.12(108)V,]
                      -
                       2780 + 1.12(1OS)V'                                                  8(105)
                                                                         = V,(0.000246 + 9.9265),
                The rate when t = 0.25h and AP = 8(105) Pa,                  245
                                                                       R, =  l+if+t,
                           8(lO5)         8(105)
                                                                                            24Vf
                                                                         -
                     =2780+ 1.12(108)Qt=2780+0.28(10s)Q                  -  [1+ O.O035(V - 0.0423) + 7010(V;  - 0.0018)
                     = 0.1691 m3/m2 hr.
                                                                                              + V,(0.000246 + 9.926vf)I.
                The amount of  filtrate at this time is
                                                                    The optimum operation is found by trial:
                    V, = Qt = 0.1691(0.25) = 0.0423 m3.
                                                                        Vf  = 0.105,
                The integral of  the rate equation at constant P is
                                                                        %=  1.0805,
                    2780(5 - 0.0423) + 0.56(1OS)(V;  - (0.00423)2]      t, = 0.1095,
                      = 8(lO5)(tf - 0.25).                             R, = 1.1507 (max), daily production rate.




                on the parameters of  the correlating equation      COMPRESSIBILITY-PERMEABILITY  (CP) CELL
                                                                    MEASUREMENTS
                    a = a0(AP)".                            (1 1.24)
                                                                    The probable success of correlation of  cake resistivity in terms of  all
                The measurements were obtained with a small filter press. Clearly,   the factors that have been mentioned has not been great enough to
                the  resistivity measured at a particular rate  is hardly applicable to   have induced any serious attempts of  this nature, but  the effect of
                predicting performance at another rate or at constant pressure.   pressure has been explored. Although the a's can be deduced from
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