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MEMBRANE PROCESSES                   13.41


         Temperature and pH.  Maximum  water  temperature  limitation for  ED/EDR  stacks  is
        generally about 45 ° C. Commonly used membranes can tolerate a pH range from  1 to  10.
           Temperature is one of the most important factors affecting ion removal of an ED/EDR
         system. Ion removal increases about 2% per degree Celsius temperature rise. A two-stage
        ED/EDR  system  can  have  TDS  removal  approximately  25%  greater  at  30 °  C than  at
         15°C.
        Staging.  ED/EDR  systems have  electrical stages  and hydraulic stages,  sometimes in a
        single stack.  Multiple hydraulic stages  within one  stack are  created  by using special in-
        terstage membranes designed to accommodate elevated pressure differentials. An electri-
        cal stage is created by using a pair of electrodes  (anode and cathode).
           Typically, 40%  to 67%  salt removal is possible in one hydraulic stage (M38,  Ameri-
        can Water Works  Association,  1995).  Greater  salt removals  are  accomplished  by  using
        additional hydraulic stages in series. In an ED/EDR  system, salt removal is directly pro-
        portional to electric current and inversely to flow rate because of less available detention
        time. Because current flow can be regulated independently for each electrical stage, mul-
        tiple hydraulic and electrical stages optimize hydraulic and electrical parameters.
        Differential Pressure.  Demineralized stream pressure is usually controlled to be about
        0.5  to  1.0  psi  (3  to  7  kPa)  greater  than  concentrate  stream  pressure  to  ensure  that  any
        cross-leakage moves toward the concentrate stream and does not lower product water qual-
        ity (M38, American Water Works Association,  1995). This differential pressure is main-
        tained slightly positive.

        Operating Mode.  An ED/EDR  membrane system can be designed for batch or contin-
        uous  flow  operating  mode.  Municipal water  treatment  systems  commonly use  the  con-
        tinuous mode when the feed stream is demineralized and passes from the system as dem-
        ineralized water.  Some of the concentrate is recycled through the stack, and some leaves
        as  blowdown  (feed-and-bleed  design).  Chemicals  are  sometimes  added  to  the  recycle
        stream for scale control.
        Electrode  Compartments.  Electrodes  are  usually  made  of  platinum-coated  titanium.
        Chlorine gas, oxygen gas, and hydrogen ions are produced at the anode, creating an acidic
        condition. Hydrogen gas and hydroxide ions are generated at the cathode,  raising the pH
        and increasing the conditions for  scaling. Water from electrode compartments is usually
        mixed together and transferred to a degasifier before final disposal or possible recycle.



        OTHER MEMBRANE  PROCESS DESIGN CONSIDERATIONS

        Other  considerations necessary  in membrane process  design  include the  need  for  post-
        treatment,  membrane cleaning, disposal of waste  residuals,  instrumentation and control,
        efficient O&M,  and building design.


        Posttreatment

        Membrane product flow  streams usually require  some form of posttreatment before dis-
        tribution. Posttreatment provides disinfection, corrosion control, and removal of dissolved
        gases and volatile compounds.
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