United States
                    Environmental Protection
                    Agency
Hazardous Waste Engineering
Research Laboratory
Cincinnati OH 45268
                    Research and Development
EPA/600/S2-85/055 Aug. 1985
SERA          Project  Summary
                    Evaluation  of Donnan   Dialysis
                    for Treatment  of  Nickel  Plating
                    Rinsewater
                    Edward T. Roach
                      A program to demonstrate the feasi-
                    bility of metal salt recovery and pollu-
                    tion control by ion selective diffusion,
                    also known  as Donnan dialysis, was
                    conducted on a Watts-type nickel plat-
                    ing line. The objective of the program
                    was to demonstrate the Donnan dialy-
                    sis system for recovery of nickel utiliz-
                    ing the tubular membrane configura-
                    tion and to determine the suitable
                    operating conditions for this equip-
                    ment.
                      Several modules, consisting of tubu-
                    lar cation exchange membrane material
                    mounted within a shell, were used to
                    remove nickel ion from plating rinse-
                    water with accompanying replacement
                    of the nickel by hydrogen ion (supplied
                    by sulfuric acid stripping solution). Re-
                    covery rates were determined at vari-
                    ous operating conditions in order to
                    specify the equipment for commercial
                    use with emphasis on practicality, eco-
                    nomics, reliability, and limitations.
                      This Project Summary was devel-
                    oped by EPA's Hazardous Waste Engi-
                    neering Research Laboratory, Cincin-
                    nati, OH, to announce key findings of
                    the research project that is fully docu-
                    mented in a separate report of the same
                    title (see Project Report ordering infor-
                    mation at back).

                    Introduction
                      Current concern over the presence of
                    metallic ions in  the watershed has
                    caused the government to restrict and
                    regulate wastewater discharge prac-
                    tices. This concern prompted industry
                    to investigate  certain recovery pro-
                    cesses where the technology is suffi-
                    ciently advanced  to offer payback and
compete with conventional disposal
methods. Three processes depend on
membranes for effecting separation: re-
verse osmosis, electrodialysis, and
Donnan dialysis (also known as ion dif-
fusion separation). Driving force for the
first  two processes are respectively
pressure and electrical potential.  Driv-
ing force for Donnan dialysis, however,
is the membrane potential related to
concentration differences across the
membrane.
  Utilizing the permselective properties
of ion-exchange membranes one can
cause an equilibrium to become estab-
lished between two solutions of  elec-
trolytes separated by the membrane. In
the case of the cation exchange mem-
brane used in this project, the  anionic
species in the solutions are prevented
from  diffusing while  the mobile cationic
species will distribute themselves until
at equilibrium:
     1/2
       1/2
        1/Z
Cil/
   Cir
= Cjl/
= Ckl/
= k
     Cjr
     Ckr
  Where i, j, and k are cationic species,
z is their respective valence, C is con-
centration, and I and r refer to left and
right sides of the membrane. The driv-
ing force for the cation transfer from
one side to the other is, therefore, the
magnitude of the systems displacement
from equilibrium, and this driving force
can be affected by varying the solution
concentrations. The extent that equilib-
rium conditions will be  achieved de-
pends on electrolyte concentration,
membrane properties and operating
conditions.

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  This program studied Donnan dialy-
sis as a means of concentrating nickel
ions from plating rinsewaters using hy-
drogen ions from dilute sulfuric acid as
the other mobile cationic species.

Procedure
  A series of preliminary tests was per-
formed with the unit to determine oper-
ating characteristics and to prepare for
later tests.  Simulated  nickel rinse solu-
tions  were dialyzed at flows between
0.063 and 3.78 l/m (0.017 and 1 gal/m).
Feed  solution concentrations, flowing
on the tube  side of the membranes,
were varied between 0.025 and 0.164 g/l
(0.0014 Ib/gal.) of nickel. Feed flows
were varied from 0.44 to 2.84 l/hr (0.12
to 0.75 gal./m). Strip solutions of 0.5 and
1 Normal sulfuric acid flowed at rates
from 37.8 to 378 l/m (10 to 100 gal./m)
on the shell side of the membrane. Flux
increased both with increased feed flow
and  increased feed (rinse) concentra-
tion. Percent  removal was in the 40 to
50% range for all operating  conditions
except extremely low feed  flow rates
where  removal  of 75 to  85% was
achieved. Strip concentrations of 0.5
and 1.0 Normal sulfuric acid gave identi-
cal results as long as the acid concentra-
tion was maintained.  Also the flow di-
rection, counter-current or concurrent,
had no effect on the removal rates.
  After this testing was completed, all
membrane modules were replaced with
newly fabricated perfluorinated ion ex-
change membrane tubular modules.
Reconstruction of the unit was carried
out to accommodate  these  new mod-
ules as well as to provide greater flexi-
bility in operating conditions. A total of
six Nation"* mass exchanges were sup-
plied by DuPont  and  installed in two
groupings  designated front (F-1, F-2,
F-3,  and F-4)  and rear (R-1 and R-2).
Piping and  valving allowed for choice of
either parallel or series feed flow in the
front exchangers each of which was
fitted with  a pressure gauge, sampling
port, cartridge filter and flowmeter. The
rear exchangers were  piped for series
flow only. All of these fittings  were  lo-
cated downstream of the system to
allow for product sampling. The accom-
panying feed side flow schematic (Fig-
ure 1) illustrates the piping and valving
described above.  Note that this  sche-
matic shows only the feed (rinse) flow
which is always downflow and always
on the tube (inner) side of the Nafion®
membrane. The strip solution (not
shown)  is always counter-current and
upflow and always in parallel  for the
front four exchangers and in series for
the rear two.
  The refitted dialysis unit was installed
at Seaboard to treat the first of three
counterflow rinses that follow the plat-
ing tanks and a spray rinse on a Watts-
type nickel electroplating line. Rinse
water from a second nickel line was also
discharged through the circulating
counterflow tank giving a total rinse
water input to this tank  of approxi-
mately  1136  l/hr (300 gal./hr). The
Donnan system was  installed  on this
first rinse tank, pumping  nickel-
contaminated  rinsewater through the
Donnan system and returning the prod-
uct (slightly acidic because of  the ex-
change of I-T for Ni+ f). The sulfuric acid
strip tank (not shown in Figure 1) con-
stantly recirculated acid stripping solu-
tion through the strip side of the Don-
nan modules  and back into the strip
tank. Because  of osmotic flow through
the membrane, the volume  of a strip-
ping solution slowly increased, necessi-
tating a periodic return of the nickel-
laden stripping solution  back to the
nickel bath. The bath could  accommo-
date the volume because of evaporative
losses.
  The next series of tests was designed
to determine the performance of the ex-
changers  and  to decide on the most
convenient  method for handling  the
strip and rinse solutions. Initial opera-
tions were undertaken with parallel feed
flow to the four front exchangers.  The
resulting data  (Table  1) showed  that
both increases in feed concentration
and feed flow rate caused an  increase in
the transport  rate,  recorded  as flux,
which  at  1136 l/hr  (300 gal./hr) was
greater  than at 681  l/hr in  spite of a
slightly lower feed concentration. These

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                                          """ Parallel flow through F,  - f
                                          'Series flow through F, - F,
                                          TSeries flow through /?, -  R2
figure 7.    Feed s/de flow schematic
                                                             U  Valve
                                                             D  Filter
                                                             O  Pressure gauge
                                                             S = Sampling port

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Table 1.    Initial On-Site Results
Feed Flow Rate (l/hr)
681
TI36
454
Average Feed
Concentration (g/l)
0.72
0.66
0.80
Average Nickel
Transport (g/hr>
163
176
210
Average
Flux (g/hr/m2)
2.15
23.7
28.0
variations did not seem to affect trans-
port rate as  long as the strip solution
(H2SO4)  concentrations remained at
1 Normal or above.
  The front four exchangers were next
run in series.  These runs showed gener-
ally lower nickel transport. This was ex-
pected since the initial rinse concen-
trations  were  gradually  reduced on
passing through each successive ex-
changer and, as expected, the flux rate
decreased  when the nickel concentra-
tion in the feed (rinse) decreased.
  Results  of  further tests showed that
exchanger F-4 was more efficient than
the other three front exchangers. Sub-
sequent investigation showed this tube
was  of an improved design  that indi-
cated the possibility of upgrading the
total performance of this type of equip-
ment in the  future. Additional testing
was performed to assess the effects of
increased acidity in the strip solution, to
evaluate the rear exchangers, which
were hard piped for series flow, and to
investigate the effects of operating the
mass exchangers with the rinse on the
shell side and the strip on the tube side
of the membranes.
  In  all, approximately 71 completed
runs were performed to assess the per-
formance of this dialysis unit under var-
ious operating conditions. In summary,
the modes of operation were the follow-
ing:
  Strip solution on the shell side, and:
    • front 4  exchangers in parallel
    • front 4  exchangers in series
    • investigation of single exchanger
    • rear exchangers only
  Strip solution on tube side, and:
    • front 4  exchangers in parallel
    • front 4 exchangers in parallel with
     rear exchangers in series
No less than three runs were performed
to establish average flux values. All data
used in the project report, summarized
here, are listed in the appendix of the
full report.

Results and Discussion
  An  investigation of  parallel versus
series flow  through the membrane
 modules showed significant differences
 in performance. In all cases parallel op-
 eration gave at least 15% higher nickel
 flux values, confirming that the process
 is concentration sensitive.  Combined
 parallel-series operation gave lower
 flux values than would  be expected and
 suggests that series operation should
 probably be  restricted  to polishing ap-
 plications  while parallel operation  is
 particularly indicated for higher recov-
 ery rate systems.
  The most  effective operations were
 those runs in  which the exchangers
 were piped  in parallel configuration
 with  a feed  concentration of 0.5  g/l
 (0.004 Ib/gal.) or greater and with feed
 flow rates equal to or greater than 795
 l/hr (210 gal./hr). With  the  exchangers
 used  in these  tests, flux was  signifi-
 cantly greater when feed was circulated
 through the tubes and strip was circu-
 lated  on the shell side of the membrane
 (outside of the tubes).
  Applications  certainly exist for Don-
 nan dialysis treatment  of plating rinse-
 waters utilizing either tubular  mem-
 brane modules or  plate  and frame
 multi-cell stacks. The exchange of H +
 ions for Nif +  ions will produce a slightly
 acidic effluent,  which must be neutral-
 ized in an end-of-pipe treatment system
 before discharge. The stripping solution
 containing the nickel may, in most
 cases, be returned directly to the plating
 bath.  Donnan dialysis  should also be
 considered  as a treatment complement-
 ing other technologies as part of the
 overall recovery and pollution control
facility.

 Conclusions  and Recommenda-
tions
  Donnan dialysis  is an  effective pro-
cess for recovery of nickel ion from elec-
troplating rinse water.
  By  recirculating  rinse water from  a
Watts-type  nickel plating line through a
 Donnan dialysis unit fitted  with  perm-
 selective  cation exchange membranes
and utilizing a strip solution of 1 Normal
sulfuric acid  as the  source for other
cation species, it was  possible to re-
move  over 6.6 grams of nickel per
square  meter of membrane  per hour
(0.004 Ib/ft2/hr) from the rinse water
thus prolonging the life of the rinse so-
lution. This process generates a concen-
trated solution  with nickel ion levels in
excess of 30 grams per liter (0.25 Ib/gal.)
and  is useful to replace  the nickel re-
moved from the electroplating bath and
to help control  the plating batch pH.
  Economic advantages lie in the sav-
ings of raw material cost, the reduction
of conventional disposal costs, reason-
able capital investment costs, and lower
operating  costs than the  electrical and
high-pressure-driven dialyses pro-
cesses.
  Variables affecting the  rate of recov-
ery of nickel ion from wastewater have
been throughly examined both  in con-
trolled laboratory tests and in actual on-
site operations  of the Donnan dialysis
unit. Separation in this unit was accom-
plished using  modular  hollow tube
cation exchange resin of the perfluoro-
sulfonic acid type. This process also can
be carried out  using  the conventional
plate or frame configuration, such as is
typical of the electrodialysis multicell.
  Plate and  frame  multicells,  while
larger than tubular modules, have been
shown to  enjoy long life expectancy in
nickel recovery  operations. Such stacks
should be tested in  series and parallel
combinations under operating condi-
tions similar to  those described  herein.
Techniques for nickel recovery  by this
method should  then be adapted for re-
covering other ionic species.
  The Donnan  dialysis system  gener-
ates a mildly acidic effluent because of
the exchange of H^ for Ni + + that can be
combined with  other flows to the end-
of-pipe neutralization system.
  The full report was submitted in fulfill-
ment of Grant  No.  R-804655  by the
Seaboard Metal Finishing Company,
Inc. The report covers the period  March,
1978 to June, 1979, and work was com-
pleted as of June, 1981.

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      Edward T. Roach is with Chemical Recovery Systems, Fall River, MA 02720.
      Mary K. Stinson is the EPA Project Officer (see below).
      The complete report, entitled "Evaluation of Donnan Dialysis for Treatment of
        Nickel Plating Rinsewater, "(Order No. PB 85-200 046/AS; Cost: $8.50, subject
        to change) will be available only from:
              National Technical Information Service
              5285 Port Royal Road
              Springfield, VA22161
              Telephone: 703-487-4650
      The EPA Project Officer can be contacted at:
              Hazardous Waste Engineering Research Laboratory
              U.S. Environmental Protection Agency
              Cincinnati, OH 45268
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
Official Business
Penalty for Private Use $300


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