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13.28                    CHAPTER THIRTEEN


         gree  (90%  or  greater);  monovalent  solute  rejection  is  much  lower  (75%  or  less)  and  is
         strongly  dependent  on the types  of co-ions present  in the feed and the  feed pH.
           Types of Membranes.  Membrane  composition may  affect solute rejection over time.
         Composite  membranes  are  generally  stable  and  maintain  their  rejection  properties  over
         long periods of operation.  Cellulosic membranes  continuously undergo hydrolysis,  which
         gradually  diminishes  their  rejection  properties.  The  extent  of rejection  loss  depends  on
         the  rate  of hydrolysis,  but  often  the  salt  passage  is  assumed  to  double  within  3 years  of
         operation.
           Increased  temperature  also  increases  the  rate  of cellulose acetate  membrane  hydroly-
         sis. Cellulose acetate membrane  module manufacturers  typically recommend that feed pH
         be  controlled  between  5.0  and  6.2.  The  useful  life of a  membrane  is  also  highly  depen-
         dent on external  (nonmembrane)  factors  associated  with  the application  such  as pretreat-
         ment  operation,  type of cleaning chemicals,  and  frequency of cleaning.
           Operating pH.  Feedwater pH may affect the rejection properties  of composite mem-
         branes  and  the  degree  of rejection  for  certain  ionic  constituents.  Composite  membranes
         generally have an optimum pH at which rejection is maximized, although it is not always
         a  published  parameter.  Rejection of certain  ions  such  as fluoride, bicarbonate,  and boron
         can  vary  with  pH.  As pH  increases  above  5.5,  fluoride  and  bicarbonate  ion rejection in-
         creases.  Boron  rejection increases  significantly as  pH  is increased  from  neutral  to high.
         Flux.  For a  system  containing  more  than  one  stage,  the flux value can be expressed  as
         a  system  average or as  individual  values for each  stage.  The  individual  module flux rate
         within  a  system  generally  decreases  from  beginning  to  end.  Lead  modules  operate  at  a
         higher flux rate than  trailing modules because  feed TDS  (and osmotic pressure)  is lowest
         and  feed pressure  highest at the  lead end  of the  system.
           System capacity is determined  by the amount  of membrane  area provided (number  of
         elements  in  the  system)  and  the  flux  rate.  The  number  of membrane  elements  required
         can  be  calculated,  given  an  average  membrane  flux  and  active  membrane  area  per  ele-
         ment. Most large-capacity NF and RO systems use 8-in.-diameter  ×  40-in.-long elements
         containing  350  to  440  ft 2 (33  to  41  m 2) of membrane  area  per  element  and  are rated  at
         8,000  to  15,000  gpd  (30  to 57  m3/day)  each.
           As flux rate  increases,  the  loading  rate  of potential  foulants  at  the  membrane  surface
         increases.  Theoretically,  there  is an  optimum  flux rate  for every water  supply  and  mem-
         brane  combination.  In general,  groundwaters  allow higher design  flux  rates,  and  surface
         water  applications  are restricted  to lower design  flux rates.
           The  water  production  capacity  of  a  membrane  module  specified  by  the  manufac-
         turer,  typically  expressed  in  gallons  per  day  per  square  foot  (gpd/ft2),  is  based  on  a
         membrane  flux achieved during  laboratory testing  at standard  test conditions.  Typically,
         manufacturer  product  specifications  base  performance  on  fluxes  from  20  to  30  gpd/ft 2
         (0.034  to  0.051  m/h).  Rarely,  if ever,  can  this  rate  be  achieved  during  system  operation
         because  of fouling  constraints  and  the  impact  of recovery.  Typical  average  system  flux
         rates for groundwater  are  13 to  18 gpd/ft 2 (0.022  to 0.031  m/h) and for surface waters be-
         tween  8  and  12 gpd/ft 2 (0.014  and 0.020  m/h).
           Low-pressure  RO and NF systems are sometimes designed with flux balancing to bet-
         ter  balance  the  flux  rates  of the  various  stages.  This  is  an  attempt  to  minimize fouling
         rates  and extend the intervals between  membrane  cleanings, or to improve the overall hy-
         draulics  of the  system.  Where  flux  balancing  is  desired,  either  permeate  backpressuring
         the  first  stage  of the  system  or boosting  the  pressure  of the  interstage  feeds  can be used.
         These  techniques  lower transmembrane  pressure  of the first stage to  limit its production,
         shifting a  greater proportion  of the production  to the later stages.
           New  "low-fouling" RO  membranes  are  now  available that  have  favorable properties:
         low  membrane  surface  roughness,  little  or  no  surface  charge,  and  less  hydrophobicity.
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