&EPA
                                 United States
                                 Environmental Protection
                                 Agency
                                 Industrial Environmental Research
                                 Laboratory
                                 Cincinnati OH 45268
                                 Research and Development
                                 EPA-600/S2-81-142  Sept. 1981
Project Summary
                                 Treatment  of  Metal  Finishing
                                 Wastes by  Use  of
                                 Ferrous  Sulfide

                                 M. B. Yeligar, G. Bagenski, and R. M. Schlauch
                                   The demonstration of a new patented
                                 sulfide precipitation process
                                 ("Sulfex" ™ ), which removes heavy
                                 metals from metal finishing  waste-
                                 waters,  was performed to verify its
                                 operational practicability  and  per-
                                 formance quality. Operational data
                                 was also gathered for an economic
                                 evaluation of this process.
                                   The study was performed at a
                                 carburetor  manufacturing plant in
                                 Paris, Tennessee. Here,  "Udylite"
                                 processes are used,for chromate
                                 conversion coatings on aluminum and
                                 zinc carburetor castings before as-
                                 sembly.
                                   A newly installed sulfide precipita-
                                 tion system removes chromium and
                                 zinc from the plant's combined metal
                                 finishing process wastewater. It also
                                 removes suspended material such as
                                 precipitated aluminum,  iron,  and
                                 phosphates. Major steps in the system
                                 are: equalization and neutralization of
                                 untreated wastewater, precipitation
                                 of metals and  sedimentation of sus-
                                 pended  solids, polishing of  settler
                                 effluent with dual media filtration, and
                                 final dewatering of settled sludge.
                                   Results show all metals  and sus-
                                 pended solids were removed to levels
                                 well below both the City of Paris
                                 sewer system limitations and the
                                 State of Tennessee guidelines for
                                 indirect discharges to sewer systems.
                                 A dewatered sludge was produced as
                                 a firm, dry cake in a filter press without
                                 the use  of conditioning agents. No
                                 hydrogen sulfide odor was detected
                                 from the reaction process treated
                                 effluent, or the solid waste produced.
                                 Jar tests were demonstrated to be a
                                 valuable tool for maintaining good
                                 process control and economical op-
                                 eration.
                                   The chemical cost of sulfide precipi-
                                 tation has been found to be directly
                                 dependent upon the concentrations of
                                 combined zinc and hexavalent chrom-
                                 ium present during the sulfide reaction
                                 process. Sulfide precipitation was
                                 shown to be an economical as well as
                                 effective treatment process for this
                                 type of wastewater.
                                   This  report was  submitted in ful-
                                 fillment of Grant No. S-804648 by
                                 Holley Carburetor  Division of Colt
                                 Industries under the sponsorship  of
                                 the U.S. Environmental Protection
                                 Agency. This report covers the period
                                 July 11, 1978 to August 11, 1978.
                                 and work was completed as of August
                                 25, 1978.
                                   This Project Summary was devel-
                                 oped by EPA's Industrial Environ-
                                 mental Research Laboratory. Cincin-
                                 nati, OH, to announce key findings of
                                 the research project that is fully
                                 documented in a separate report of the
                                 same title (see Project Report ordering
                                 information at back).

                                 Introduction
                                   In April 1974, a laboratory and pilot-
                                 plant study  of a  new wastewater
                                 treatment process, using sulfide pre-
                                 cipitation, was sponsored  by the Metal
                                 Finisher's Foundation under Grant No.

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R802924-01  from the Environmental
Protection Agency.  In  July  1978,
another study  was  undertaken to
demonstrate effectiveness, operability,
and  cost of this new process called
"Sulfex"™ as a full-scale installation at
Holley Carburetor Company in Paris,
Tennessee.

Laboratory and Pilot-
Plant Study
  This work is described  in the report
"Treatment of Metal Finishing  Wastes
by Sulfide  Precipitation"  EPA-600/2-
77-049, February 1977.* The project
involved precipitating heavy  metals
normally present in  metal finishing
wastewaters by a novel process which
employs ferrous sulf ide addition as well
as by conventional treatment using
calcium hydroxide for  comparison
purposes. A simulated metal finishing
wastewater containing common heavy
metals and chelating agents was used
in this laboratory and pilot-plant study.
Sulfide precipitation was demonstrated
to be a technically viable process that is
superior to conventional hydroxide
precipitation for removal of  copper,
cadmium, nickel, chromium, and zinc
from the given influent.

Full-Scale Study
  The present study was made during
the  startup of a 7.9  mVhr (35 gpm)
wastewater  treatment  system at a
carburetor  manufacturing plant. Here,
the production of carburetors produces
wastewater from chromate conversion
coating of zinc and aluminum castings
by a "Udylite"  process. Combined
wastewaters from these metal finishing
operations contain heavy metal pollutant
concentrations in excess of local and
state limits set for direct discharge to
the city sewer system. Therefore, a safe,
reliable, and economic wastewater
treatment process was needed by  the
manufacturer to meet  the imposed
discharge requirements.
  The metal finishing operations used
at the plant involved  degreasing,
deburring, deoxidizing, acid etching,
and  chromate bath treatment to give
carburetor castings corrosion resistant
coatings. In the process, various mater-
ials including zinc, hexavalent chrom-
ium, aluminum,  ortho- and polyphos-
phates, silicates, organic surfactants
and chelants,  as well as chelated
metals, are  released  into the plant's
wastewater discharge.
  Since manufacturing specifications
vary, all castings do not undergo treat-
ment by each of these finishing opera-
tions.  Furthermore, the production
schedule is quite variable. As  a result,
the composition of  the wastewater
fluctuates periodically on hourly, daily
and weekly bases.
  This type of metal finishing operation
is generally used for providing corrosion
resistant coatings on surfaces of a wide
variety of metal parts, components and
appliances. Consequently, these
wastewater characteristics are typical
of many  industrial  manufacturing
discharges that have to be treated to
meet present and future  discharge
standards.
  The laboratory and pilot-plant study
had demonstrated the effectiveness of
sulfide precipitation on a synthetically
prepared metal finishing wastewater.
The full-scale system study at the plant
is  useful  in further  proving  that the
process is practical under actual manu-
facturing conditions. For example, Table
1 summarizes the overall effectiveness
of the process in removal of pollutants.
Figure  1  shows the total chemical
operating  cost,  on a  per  shift  basis.
Other  variables and  economics are
described  individually on per shift and
per year basis.  Therefore,  this study
shows how practical, controllable, and
economical it is to operate the process
under  the fluctuating  contaminant,
loadings that are characteristic of many
metal finishing wastewaters.
Conclusions

Effectiveness
  The effectiveness of the  sulfide
precipitation process has demonstrated
that heavy metals can be removed from
metal finishing wastewaters to very low
levels. The effluent quality produced by
this wastewater treatment process (as
monitored by  direct  flame  atomic
absorption  and  diphenyl   carbazide
colorimetric methods for metal analyses)
reveals that the process achieves metal
values close to or less than are routinely
detected  by  the  accepted analytical
methods (i.e. Cr and Fe detected at 0.05
mg/l, Cu and Zn detected at 0.01 mg/l).

Economics
  The chemical  cost of the  sulfide
precipitation process is directly depen-
dent upon the influent metal loading of
various heavy metals. At the carburetor
plant, influent zinc and hexavalent
chromium are the metal concentrations
that dictate the dosage of ferrous sulfide
that is required. Here, the chemical cost
of sulfide precipitation is competitive
with the cost of conventional bisulfite j
and hydroxide treatment for removal of'
average  concentrations  of zinc and
hexavalent chromium in the untreated
wastewater (i.e. about 34 mg/l Zn and
34  mg/l Cr*6).
  When hexavalent chromium  is pres-
ent in combination with other heavy
metals, as it is at this plant, there can be
a savings in equipment cost with sulfide
precipitation since the metals  can be
removed simultaneously  in  one step
But, as the concentration of  zinc (01
other heavy metals  increases), the
chemical  cost  of direct treatment b>
sulfide precipitation becomes increas
Table 1.   Average Wastewater Compositions During "Sulfex"™ Study
Metal
Zn
Fe
Cu
Cr
Cr*
TSS
Untreated*
influent
(mg/l)
39.5
0.52
<0.01
32.3
25.6
46.5
Treated*
effluent
(mg/l)
<0.07t
0.10
<0.01
<0.04

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   $30


   $25

~  $20
I
 I  $15
8
1  $70
     $5,
                     I       I       V      I       I      I

                       Total Chemical Cost vs. Shift Numbers
       04      8     12     16     20    24

                                  Shift Number

Figure 1.     Total chemical cost as a function of time.
                                                      28    32 ,    36    40
 ingly more than by hydroxide precipita-
 tion.  At  Holley, the chemical cost for
 sulfide precipitation treatment is justified
 since conventional treatment cannot
 effectively  meet the city sewer  limita-
 tions (i.e. 0.1 mg/l zinc maximum).
   In  all  cases, however,  the relative
 economics can be evaluated  before-
 hand by the average heavy  metal
 concentrations present in the waste-
 water. In some cases, it may be more
 economical to remove the bulk  of the
 heavy metals by hydroxide precipitation,
 and apply sulfide precipitation as a
 polishing step when stringent criteria
 must be  met.
   Most of the basic equipment used for
 the sulfide precipitation process is the
 same as would  be required  for a
 conventional wastewater treatment
 process.  Therefore, major capital costs
 as well as operating costs are estimated
 to be commensurate for both of these
 treatment processes.

Operation
   The operation  of  the  wastewater
 treatment  system at the carburetor
 plant is basically simple. Good control is
 maintained because the system  is
 designed to handle sudden changes in
 wastewater flow and composition.
  An equalization tank  is an essential
 part  of the system for dampening
fluctuations in wastewater flow  and
 metal concentrations into the reactor-
settler unit. The  concentrated waste
sump receives spent metal finishing
baths and slowly  feeds them into the
equalization tank. This sump is essential
                                        to minimize variations that could com-
                                        plicate the operation and downgrade the
                                        effectiveness of the  waste treatment
                                        process.
                                          Since it is possible that some residual
                                        suspended solids carryover can occur
                                        periodically from the  settler, the dual-
                                        media  filter is necessary  to ensure
                                        removal of suspended metals from the
                                        effluent before discharge  to  the city
                                        sewer system.
                                         Without further use of coagulants or
                                        conditioners, a  filter press will provide
                                        excellent dewatering of the  settler
                                        sludge. A dry sludge  cake is produced
                                        that releases easily from the press and
                                        is ready for disposal.

                                        Control
                                         The pH control of the neutralization
                                        process is accomplished in the equal-
                                        ization  tank. This type of  system  is
                                        satisfactory for maintaining an appro-
                                        priate pH for effective metal precipitation
                                        in the  reactor-settler unit.  High con-
                                        centrations of hexavalent chromium in
                                        the wastewater can cause moderate pH
                                        increases in the reactor-settler effluent.
                                        Controlling the pH at 8.0 in the neutral-
                                        ization  step is an effective  way  of
                                        compensating for this  pH increase.
                                         Periodic visual jar tests performed on
                                        the reactor-settler influent are a satis-
                                        factory  means of monitoring and con-
                                        trolling optimal ferrous sulfide  and
                                        polyelectrolyte  dosages. These visual
                                        tests, for determining  chemical dosage
                                        requirements, eliminate the need  for
                                        laboratory  analysis of influent heavy
                                        metals.
 Operating Personnel
   The need for wastewater treatment
 system operators must be determined
 on the basis of each plant. Due  to
 frequent variation in the mode of the
 metal finishing operations at the
 demonstration plant, a full-time operator
 is required on each shift to monitor the
 wastewater treatment system.  How-
 ever, in installations where manufac-
 turing processes are not as variable on a
 daily and  weekly basis, a  full-time
 operator may  not be required on each
 shift.

 Recommendations
   The sulfide precipitation process has
 demonstrated that more complete metal
 removal can be obtained and acceptable
 effluent quality achieved, as opposed to
 conventional  hydroxide treatment  of
 metal finishing wastewaters. But the
 cost of precipitating most heavy metals
 (except hexavalent chromium) is higher
 by sulfide methods tha n  by the hydroxide
 methods on a  per unit weight of metal
 removed basis.
   Present day technology reveals that
 hydroxide precipitation removes high
 percentages of zinc and other metals
 from metal finishing  wastewaters.
 However, this  removal method can still
 allow unacceptably high residuals  of
 heavy metals in the treated effluent for
 discharge.
  Therefore, in cases of very high metal
 loadings,  a combination of  the two
 methods in series shpuld prove to be an
 economically attractive way of achieving
 superior quality effluents. Sulfide
 precipitation, is thus precipitation, as a
 polishing step following conventional
 hydroxide  recommended when either
 heavy metal loadings on new systems
 are high enough to warrant the  addi-
tional equipment  or a conventional
treatment system already exisits.

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       M. B. Yeligar. G. Bagenski. andR. M. Schlauch are with the Permutit Company,
         Inc., Monmouth Junction, NJ 08852.
       Mary K. Stinson is the EPA Project Officer (see below).
       The complete report, entitled "Treatment of Metal Finishing Wastes by Use of
         Ferrous Sulfide," (Order No. PB 81-233 579; Cost: $9.50, subject to change)
         will be available only from:
               National Technical Information Service
               5285 Port Royal Road
               Springfield, VA 22161
               Telephone: 703-487-4650
       The EPA Project Officer can be contacted at:
               Industrial Environmental Research Laboratory
               U.S. Environmental Protection Agency
               Cincinnati. OH 45268
       U S. GOVERNMENT PRINTING OFFICE, 1981 — 757-012/7358
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
Postage and
Fees Paid
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Protection
Agency
EPA 335
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Penalty for Private Use $300

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