Page 200 - Membranes for Industrial Wastewater Recovery and Re-Use
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Industrial waters  169

            Table 3.38  Representative data for effluent water generation

            Source        Flow     Comments/assumptions           Effluent water
                          (m3 day-')                              quality
            PW generation   11     RO reject while water is made up to
                                   PW storage vessel
                          13       RO reject while system is on recycle   75 ps cm-'
                           3       ED1 waste stream               200~s cm-l  a
                           4       Pretreatment regeneration/backwash   High salt and
                                                                  contaminant content
            Total         32
            CIP. PW       12       Assume half of PW is used for final   5 ps cm-'  *
                                   clean rinse stage
            CIP. process   24      Initial cleaning cycles  - main contain   300-1500  pS  cm-'
           water                   residual product, cleaning chemicals, etc.
            Total         36
           WFI             0.8     10% blowdown over 8 hours
            CIP. WFI       2       From the final rinse stages using WFI water
            Total          28

           Feed water conductivityassumed to be 300  pS cm-'.
           a Candidate water for reclaim within water treatment plant: 30.8 m3 day-lin total, 54 pS cm-'.

           day  based  on  electrical  usage, maintenance  labour, microbiological  testing,
           chemical  testing  and  validation  activities.  The  operating  cost  of  the reclaim
            system would thus almost certainly exceed the potential saving, even without
           considering  recovery  of  capital  cost,  for  a  small  system  such  as  this.
           Consequently,  even  without  the  barrier  imposed  by  the  pharmacopoeia
           specifications and the views of government inspectors prohibiting the use of  any
           starting material other than drinking water, there is unlikely to be an economic
           justification for reusing effluent water from the process. Any such water would
           need to be combined with other effluent water from non-process applications on
            site to make a dedicated reclaim system economically attractive. On the other
           hand, reuse  of  some of  the more  dilute streams, specifically some of  the CIP
           streams  and  any  other  high-purity  effluent  streams  within  the  existing
           purification scheme would be much more likely to be cost effective.


           3.5.4 Reuse opportunities
           There  appear  to  be  no  examples  of  any  facility  using  recycled  plant/process
           effluent water treated to bring it up to the quality of  drinking water and then
           being used  as the feed stream to produce PW or WFI  and, under the current
           regulations, there  are no  obvious  reuse  opportunities  in  the pharmaceutical
           sector.  One  UK  facility,  based  in  a  very  remote  rural  location,  submitted  a
           proposal  to the Medicines Control Agency  (MCA) in the UK  for a facility that
           included effluent recycling plant and they were told that this was not acceptable
           to the inspection authorities. Since no local effluent facilities existed  all their
           plant effluent had to be collected and removed from site by tanker because of this
           decision. This situation, which is global, may change if regulations are relaxed
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