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13.24                    CHAPTER THIRTEEN

           If iron or manganese precipitates,  or if either metal is present from corrosion products,
         ED/EDR,  RO,  and  NF  systems  can  be  fouled.  Appropriate  materials  should  be used  for
         construction  of feedwater  supply  or pretreatment  systems.
           Three pretreatment  processes  can  be used for iron  or manganese  removal:
         •  Oxidation using  air, chlorine, or another oxidant, followed by granular media filtration,
          MF,  or UF
         •  Oxidation  using  potassium  permanganate,  followed by  a  manganese  greensand  filter
         •  Cation  ion exchange  softeners
           Residual  oxidant  levels  must  be  monitored  and  controlled  before  entering  the  mem-
         brane  system.  If lime  softening  is  used  for  scale control,  it has  the  additional  benefit of
         lowering iron  and  manganese  levels in feedwater.
         Organics Control.  Organic  matter  may  be  classified  as  either  suspended  or dissolved.
         Suspended  (and colloidal) organic  solids and  microbial matter (previously discussed)  ad-
         versely affect membrane  systems.
           Naturally  occurring  dissolved  organics  cause  fouling  in  ED/EDR  systems  and  gen-
         erally,  to  a  lesser  degree,  in  RO  or  NF  systems.  In  fact,  some  NF  and  RO  systems  are
         used  to  remove  natural  and  synthetic  dissolved  organics  and  color.  Membrane  manu-
         facturers  are  aware  of  many  organic  compounds  that  cause  problems  in  their  systems
         and can be contacted for specific information. There is no definitive correlation between
         the quantity of organics present,  such as measured by total organic carbon  (TOC) analy-
         ses,  and  performance  decline  of  RO  or  NF  membranes.  However,  if TOC  exceeds  10
         mg/L  in  feedwater,  the  potential  effects  of  fouling  usually  warrant  further  investiga-
         tions.  Pilot testing  is often used  to determine the effects of dissolved organics  on mem-
         brane  systems.
           The organic  content  of the  feedwater to MF and  UF systems  may  control the accept-
         able  design  flux  and  the  backwash  and  cleaning  frequencies.  Sometimes,  MF/UF mem-
         brane  systems  are  designed  in  a  direct filtration arrangement,  where  metal  coagulant  ad-
         dition and  flocculation  (often  less than  5  min)  are  provided  upstream  of the MF/UF unit
         to remove organic  matter  (and  solids)  and  improve performance.  In  some  systems,  pow-
         dered activated carbon (PAC) is fed prior to the membrane  filter to aid in organic removal
         and  lessen  fouling.
           Oil, greases, hydrocarbons,  and various organic solvents and other chemicals can dam-
         age or foul membranes  and  should  not be  allowed to enter  the feedwater  supply.
           Conventional coagulation,  flocculation, and  sedimentation  processes  and  lime soften-
         ing  can  reduce  the  organic  content  of feedwater  before  it  enters  membrane  units.  Acti-
         vated carbon  filters are  sometimes used to remove organics or for dechlorination of feed-
         water entering RO, NF, and ED systems; but problems caused by carbon fines or biological
         microorganisms  released  from  carbon  filters have occurred  in  some  systems.  Surfactants
         and  organic  polymers,  especially  the  cationic  type,  can  foul  membranes  and  should  not
         be used  without  membrane  manufacturer  approval.
         Control ofpH.  All membrane  types have specified pH ranges  in which  they should op-
         erate.  Many  types  of ED  and  polyamide RO  and  NF membranes  can  tolerate continuous
         exposure  to  feedwater  in  the  pH  range  of 4  to  10  and  intermittent  exposure  to  an  even
         wider pH range.  The various  types  of cellulose acetate  RO  and  NF membranes  normally
         require pH between  approximately  4  and  6.5  to minimize degradation  caused  by hydrol-
         ysis.  Many  types  of polysulfone, polypropylene,  and  PVDF  MF  and  UF membranes  tol-
         erate  a  pH range  of at  least 2  to  13.  Inorganic  MF and  UF membranes  can  generally ac-
         cept feedwater  with nearly  any  pH.
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