xvEPA
                                  United States
                                  Environmental Protection
                                  Agency
               EPA/540/F-92/002
               February 1992
                                 SUPERFUND INNOVATIVE
                                 TECHNOLOGY EVALUATION
                             Emerging  Technology  Bulletin

                             Chemical Treatment and Ultrafiltration

                                   Atomic Energy of Canada, Limited
Technology  Description:  The Atomic Energy of Canada,
Limited (AECL) process uses chemical pretreatment and subse-
quent ultrafiltration to remove trace concentrations of dissolved
metals from wastewater, contaminated groundwater, and leachate.
The process provides both selective removal of metal contami-
nants and a volume-reduced waste stream amenable to further
treatment.

In the process, a relatively high molecular weight polymer, gener-
ally a commercially available polyelectrolyte,  is added to the
wastewater to  form large, selective metal-polymer complexes at
desired pH and temperature conditions.  The solution, containing
enlarged metal-polymer complexes, is then processed through a
cross-flow ultrafiltration membrane system that retains the cons
plexes (retentate or concentrate), while allowing  uncomplexed
ions (such as calcium and/or sodium) to pass through the mem-
brane with the filtered water (permeate).  The permeate may be
discharged or recycled, depending on the goals  set for metal
removal.

The field-scale unit is 5 feet wide by 7 feet long by 6 feet high.
The  skid-mounted system consists of (1) a bank of 5-micron
cartridge premiers, (2) a feed conditioning system with chemicals
for pH adjustment and poryelectrolytes, (3) two banks of hollow-
fiber ultrafitters, (4) a backflush system for cleaning the mem-
brane unit, and (5) associated tanks and  instrumentation. The
two banks of filters provide a total membrane surface area of 390
square feet and a permeate rate of about 8 gallons per minute.

The wastewater is pH adjusted and fed through the prefilter for
removal of suspended solids.  The filtered wastewater is then
routed to conditioning tanks where the metal-polyelectroryte com-
plexation occurs.  The conditioned feed is then pumped to the
uttrafilter assembly through a recirculatton loop. This loop in-
cludes the membranes and  provides the necessary  contact time
and turbulence for separation of the metal-polyelectrolyte com-
plexes and other suspended and colloidal  particles.  The perme-
ate stream, which can be discharged, may be continuously with-
drawn, while the concentrate stream, containing  most  of the
hazardous contaminants, is retained in the recirculation loop until
the desired volume reduction  is achieved. Rgure 1 presents a
schematic of the process.


Waste Applicability:  The process can be used to treat
wastewater contaminated with trace levels of toxic, heavy metals
that arise from a variety of  sources.  Specific potential applica-
tions include removal of metals such as cadmium, lead, mercury,
                     Concentrate              Permeate

Figure 1.  Chemical Pretreatment and Ultrafiltration Process.
                                                                Circulation
                                                                  Pump
                                                                                          Printed on Recycled Paper

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 uranium,  manganese,  nickel,  chromium,  and  silver. Dissolved
 metal concentrations amenable to treatment range from  a few to
tens of parts  per  million.  In addition  to dissolved metals,  other
 inorganic and organic materials  present as suspended or colloi-
 dal solids can also be removed. The  sole residue generated by
the process is the ultrafiltration concentrate - generally constitut-
 ing 5% to 20% of the feed volume.
Test  Results:  Process testing was accomplished at  bench-,
pilot-,  and field-scale.  It was verified that  the  method provides
the necessary metal ion size enlargement for ultrafiltration sepa-
ration  of metals, and that the permeate stream is essentially free
of toxic metal contamination. In addition to metal-polyelectrolyte
complexation,  certain metals can  be  precipitated by  pH  adjust-
ment to  exploit the combined effects of  complexation, precipita-
tion, and free ion adsorption.

Bench-scale testing of the process with two membrane types and
two  polyelectrolytes  indicated that cadmium, lead, and  mercury
can  be removed at rates greater than 95%. Although  a bit more
susceptible to fouling, polysufone  membranes are preferred over
cellulose  acetate  membranes because of  their greater  perme-
ation rates  and ability  to  perform under  a wide range of  pH
conditions.

Pilot-scale testing of the process yielded   metal removal  rates
consistent with the  bench-scale  tests.   The pilot unit,  utilizing
hollow-fiber membranes, operated at pressure differentials of 20 -
25  psig.   It was noted  that at  this scale,  a prefiltration  step  is
critical to  the  operation  of the  hollow-fiber units in order  to
prevent  membrane  plugging.  Further,  the pilot-scale  studies
confirmed earlier results showing the need for a polyelectrolyte to
total metal concentration ratrcrbf about 3  to 10.
                    The field-scale unit provided separation efficiencies  in excess of
                    90% for mercury, cadmium,  and  lead. It was shown that  the
                    presence  of iron  and sulfate  ions  in the feed, however,  greatly
                    influences  metal  removal  efficiencies and can lead to poor re-
                    sults. The unit performed at  less  than  anticipated efficiency
                    when processing  wastewater in  the field,  due in  part  to  the
                    ineffectiveness of the  polyelectrolyte  chosen,  the  high  ionic
                    strength of the waste feed, and the interference  of  large  quanti-
                    ties of iron, calcium,  and sulfate ions. Subsequent testing of the
                    unit has shown that,  with proper treatability studies, acceptable
                    field performance can be obtained.
                    For Further information:

                    EPA Project Manager:
                    John F. Martin
                    U.S. EPA Risk Reduction Engineering  Laboratory
                    26 West Martin Luther King Drive
                    Cincinnati,  OH 45268
                   -(543) 569^758^ETS:  684*7758) -
                    Technology  Developer Contact::

                    Leo P. Buckley
                    Atomic Energy of Canada, Limited
                    Waste Management Systems
                    Chalk River Laboratories
                    Chalk River, Ontario KOJ 1JO, Canada
                    613-584-3311
United States
Environmental Protection
Agency
Center for Environmental
Research  Information
Cincinnati, OH 45268
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EPA/540/F-92/002

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