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Case sludies  2 5 3


           which  consists  of  a  sodium  hydroxide  soak  at pH  10.5 resulting  in  a  spent
           chemical flow of 40 m3 d-I.
             The major  challenge  with the plant was connected to concentrate disposal
           which had to remove both colour and chromium from the concentrated brine
           prior to discharge. A number of techniques were explored including electrolytic
           treatment, chemical oxidation, chemical reduction  and flocculation. Both  the
           electrolytic  and  chemical  reduction  techniques  were  not  successfully
           implemented  at  this  site  probably  due  to  other  contaminates  in  the  flow.
           Ultimately,  the most  successful  option  was  the  use  of  chlorine  dioxide  as  a
           chemical  oxidant.  The  chemical  destroys  the  chromophore  and  hence
           decolourises  the  water  whilst  simultaneously  releasing  the  Cr(II1). Colfloc
           flocculent  was  then  used  to  aid  the  physical  separation  of  the  insolublc
           chromium from the flow. In total the plant produces 20 m3 d-l  of  concentrate
           which requires 10 kg  d-’  of chlorine dioxide (0.5 g I-])  to effectively treat it prior
           to transport to the storage tank and ultimately disposal.
             Once the plant was operational  and the discharge volume was significantly
           reduced Forsell and Sons were able to re-negotiate the consent limits based on
           a reduce flow of  30 m3 d-l  (Table 5.9). The changes had considerable impact in
           terms of COD, Cr and Zn as it greatly reduced the need to treat the concentrate.
           Most  importantly  concentrate  levels  of  heavy  metals  were  below  the  new
           discharge consents and so no treatment of these components was necessary. The
           impact  on  the  process  was  to  reduce  the  chemical  demand  of  the  plant  by
           removing the need for a flocculent.


           5.7.3 Performance
           The  mill  is  no  longer  operational  but  the  wastewater  recovery  plant  was
           successfully  operated  for over  two  years recovering  95% of  the water  as RO
           permeate  which  was  then  reused  within  the  plant.  It  produced  an  overall
           removal of  80.5% COD and 59% total dissolved solids with complete removal of
           suspended solids. Colour removal was almost complete with absorbance below



           Table 5.9  Change in consent limit at Forsell and Sons Ltd
           Parameter                     Original coriseril            New consent

           Flow (m3 d-’)                  227                            30
           Rate(m’ h-’)                     7                             7
           PH                               6-10                          6-10
           SS (mg I-’)                   1000                           700
           COD (mg 1-I)                  3000                          9000
           Cr (mg I-’)                     10                            15
           Zn (mg 1-I)                      5                            10
           Colour at 500 nm                 0.057                         0.431
           Colour at 5 50 nm                0.053                         0.401
           Colour at 600 nm                 0.047                         0.356
           Colour at 650 nm                 0.047                         0.356
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