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5.22                       CHAPTER FIVE

           Carbonate  scaling of packing becomes a problem when influent water has a relatively
         high calcium carbonate hardness.  Deposition occurs primarily because of pressure changes
         and  a  rise in the water's  pH  as  CO2 is released  from the water.  Carbonate  scale deposits
         usually  are  a brittle,  cementlike  scale.
           Ferrous  iron in groundwater,  another  source of scaling, oxidizes easily in the presence
         of  oxygen  to  form  insoluble  ferric  compounds.  The  result  is  primarily  iron  hydroxide,
         which  accumulates  on  the packing  as  a  rust-  or black-colored  gel.
           Microbial fouling is, in most cases,  primarily from the presence  of iron bacteria.  Iron
         bacteria  generally thrive in a  dark  environment,  under  aerobic conditions,  and at temper-
         atures  between  40 ° and  70 ° F  (4 ° and  21 ° C).  These  organisms  derive  energy  from  the
         oxidation  of  iron  from  the  ferrous  to  ferric  form.  Some  of  the  more  common  species
         of  iron  bacteria  found  in  groundwater  are  Gallionella,  Crenothrix,  Leptothrix,  and
         Sphaerotilus.  Colonies  of the  bacteria  can  grow  on  the  packing  media,  forming  a  slimy
         material  that,  if not controlled,  can  completely fill all void spaces  in the  packing.
           One  method  of  controlling  fouling  involves  pretreating  water  with  chlorine  or  per-
         manganate  and  then  filtering to remove oxidized solids.  Another  pretreatment  method  is
         to add  chelating  agents  to inhibit formation of oxidation products.  In any event, if the in-
         fluent water has  a  high  potential  for fouling,  the  plant  must  provide facilities and  a reg-
         ular  schedule  of periodic  cleaning of the buildup.  Cleaning consists  of circulating  strong
         chlorine or acid  solutions  through  the  media.



         PILOT TESTING

         Pilot plant  air stripping  studies  are usually conducted to determine the effectiveness of an
         aeration  system  in  removing  the  contaminants  of concern.  Testing  is  performed  using  a
         laboratory or bench-scale prototype unit. Municipalities, private consultants, and the USEPA
         use pilot aeration tests to determine the usefulness of aeration  in removing various VOCs.
           Pilot tests  are  sometimes  performed  on  samples  "spiked"  with  the  contaminant  to be
         studied.  However, it is generally best to use water directly from the contaminated  source,
         because  subtle  differences  in  both  the  physical  and  chemical  composition  of the  water
         could have  some effect on the  ability  of an  aeration  unit  to remove a  contaminant.


         Diffused  Air  Pilot  Studies
         The main  components  of a diffused  air pilot plant  are the tank,  diffuser,  and  blower. The
         system  is  usually  operated  in  a  countercurrent  fashion.  Influent  water  is  piped through  a
         rotameter to measure flow and dispersed through  a liquid distributor at the top of the tank.
         Water  then  flows down  through  the  tank  to  be  discharged  at  the  bottom.  Air is  supplied
         by a compressor,  piped through  a rotameter to  measure  flow,  and dispersed  by a diffuser
         located  at  the  bottom  of the  tank.


         Packed  Column  Pilot  Studies
         A  typical  packed  column  pilot plant  consists  of the  column  with  influent  piping,  valves,
         packing media, blower, and support structure,  as shown in Figure 5.12. lnfluent is pumped
         through  the metering  valve and  meter to the top of the column,  where it is distributed  by
         an  orifice-type plate.  Water  trickles  down  through  the  packing  and  is  discharged  at  the
         bottom  of the  column.
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