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2 34  i\.lerribranes for Iridiistrinl Wnstewater Recovery arid Re-use




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                                                            distribution main
                    Figiirc 5.3  1’ror.ess~owdiagrani for Eraririg water reiise treatrnerit facihty



         contains a total membrane area of 2 700 m2 and is designed to treat 5.2 M1  d-l  at
         an overall recovery of 90%. The membranes are supplied by pumps operated at a
         pressure  of  450 kPa  (4.5 bar)  which  delivers  an  average  flux  of  72  LMH
         (calculated  from  data  above).  Membrane  fouling  is  controlled  through  a
         sequence  of  cleaning cycles  and  is  triggered  on  either  TMP  or  differential
         pressure. The membranes are initially drained and then high pressure air (600
         kPa  (6 bar)) is  blown  through  the  membranes to  loosen  attached material
         followed by a back pulse of permeate. The backflush cycle occurs between every
         17 and 60 minutes depending on fouling. In addition, every 200 service hours a
         CIP is carried out with caustic soda (1%) and a detergent. The cleaning solution
         is reused on average for 10 cycles before being replaced. Membrane integrity of
         an array is monitored through an automatic pressure decay test which is carried
         out every 24 service hours. When necessary the individual module can then be
         identified through a sonic test (out of service). Air is supplied at 100 kPa (1 bar)
         and if  noise is detected the individual module is isolated from the array. When
         necessary to ensure production the modules are pin repaired where any broken
         fibres are plugged using a stainless steel pin at both ends of the module.
           The final stage of  the treatment train is two parallel reverse osmosis units
         arranged  initially  in  a  6:3  array  (later  converted  to  a  10:4  array).  The
         membranes are cellulose acetate spiral wound modules and are rated at a 98%
         salt rejection. The plant is designed to produce up to 3.75 M1  d-l  of high-purity
         water at a recovery of approximately 80%. The membranes operate at a pressure
         range between 1500 and 3 500 kPa (1 5-3  5 bar) producing an average flux of 13
         gfd (22 LMH). The plant is monitored in terms of  the normalised permeate flow
         (temperature, pressure  and  concentration)  and  under  normal  operation  is
         measured at 13-1 5 1 s-I. Chemical cleaning is triggered by a reduction of 15% in
         the normalised flow rate.
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