THE SUBSTITUTION OF CADMIUM CYANIDE ELECTROPLATING
           WITH ZINC CHLORIDE ELECTROPLATING
                               by

            B. C. Kim, P. R. Webb, J. A. Gurklis, and R. K. Smith
                             Battelle
                       Columbus, Ohio 43201
                      Contract No. 68-CO-0003
                      Work Assignment No. 3-36
                          Project Officer

                          Teresa Marten
              Waste Minimization, Destruction, and Disposal
                         Research Division
                 Risk Reduction Engineering Laboratory
                       Cincinnati, Ohio 45268
             RISK REDUCTION ENGBNEERING LABORATORY
               OFFICE OF RESEARCH AND DEVELOPMENT
             U. S. ENVIRONMENTAL PROTECTION AGENCY
                     CINCINNATI, OHIO 45268
                                               pLT) Printed on Recycled Paper

-------
                                      NOTICE

         This material  has been funded  wholly  or  in part by the U.S. Environmental
Protection Agency (EPA) under Contract No. 68-CO-0003 to Battelle.  It has  been subjec-
ted to the Agency's peer and administrative review and approved for publication as an EPA
document. Approval does  not signify that the contents necessarily reflect the views and
policies of the U.S. Environmental Protection Agency or Battelle; nor does mention of trade
names or commercial products constitute  endorsement or recommendation of use.   This
document is intended as advisory guidance only to the electroplating industry in developing
approaches to waste reduction.  Compliance with environmental and occupational safety
and health laws is the responsibility of each individual  business and is not the  focus of this
document.

-------
                                        FOREWORD


           Today's rapidly developing and changing technologies and  industrial products and
 practices  frequently carry with them the increased  generation of materials that,  if improperly
 dealt  wrth,  can threaten  both public health and the environment.  The U.S. Environmental
 Protection Agency  (EPA)  is charged by Congress with  protecting the Nation's land, air, and
 water  resources.   Under a mandate of national environmental laws, the agency strives to
 formulate and implement actions leading to a  compatible  balance  between  human activities
 and the ability of natural  systems to support and nurture life.  These  laws direct the EPA to
 perform research to define our environmental problems, measure the impacts, and search for
 solutions.
               The   Risk  Reduction  Engineering  Laboratory  is  responsible  for  planning
 implementing, and managing research, development,  and demonstration programs to provide
 an authontative, defensible  engineering  basis  in  support of  the  policies,  programs, and
 regulations  of  the  EPA  with  respect  to  drinking  water,  wastewater, •  pesticides,  toxic
 substances,   solid   and   hazardous  wastes,  Superfund-related   activities,   and  pollution
 prevents.   This publication  is one of the  products of that research and  provides  a vital
 communication link  between the researcher and the user community.
           Passage of the Pollution Prevention Act of 1990 marked a significant change  in the
 U.S.  policies concerning  the generation  of  hazardous and nonhazardous wastes.   This Act
 implements  the  national objective  of pollution prevention  by establishing  a  source reduction
 program at the EPA  and by assisting states  in providing information  and technical assistance
 about  source reduction.   In  support of  the emphasis  on  pollution  prevention,  the  "Waste
 Reduct,on  Innovative Technology Evaluation  (WRITE) Program" has been designed  to identify
 evaluate,  and/or  demonstrate new techniques and technologies that  lead to waste  reduction
 The WRITE  Program emphasizes source  reduction  and on-site recycling.   These  methods
 reduce  or eliminate transportation, handling, treatment, and disposal of  hazardous  materials  in
the-environment.  The  project discussed  in this report evaluated the success of  substituting
z,nc chlor.de electroplating  for cadmium cyanide  electroplating  processes.   The  project
determined hazardous waste, reduction, economic benefits,  and change in  product quality
resulting from the process substitution.

                                               E. Timothy Oppelt,  Director
                                               Risk  Reduction Engineering Laboratory
                                               U.S.  Environmental Protection Agency
                                           in

-------
                                       ABSTRACT
           This  project evaluated  the substitution  of zinc  chloride for cadmium cyanide  in
 electroplating  at Aeroquip  Corporation,  Van Wert, Ohio.   The evaluation looked at product
 quality, waste volume and pollutant reduction benefits, and economic benefit resulting from the
 process change.  Battelle obtained data on the zinc-plating process by sampling and analyzing
 waste streams and  conducting  corrosion tests  on  zinc-plated production parts.   Aeroquip
 provided data on the older cadmium-plating process for comparison with the zinc data.
           It was concluded that the newer process is successful on the quality and the waste
 volume/pollutant reduction  aspects.   It results in products whose quality satisfies customer
 requirements for corrosion resistance.  The process change greatly reduces worker hazards and
 env,ronmental  pollution  because  it eliminates  12,132 Ib of cadmium  and 835 Ib of cyanide
 annually  from the waste streams  and chlorine  from the  wastewater treatment process.  The
 change also reduced  annual oil and grease waste from 14,615 Ib to 5,123 Ib by reducing the
 oil concentration in the water-soluble  oil bath by a factor of approximately ten.  However, the
 change  had two negative  impacts  on  waste  generation.   Wastewater and  wastewater
 treatment sludge increased  by approximately  12 and 36 percent,  respectively, because the
 Plating bath concentration  increased  from about 3 oz/gal in the  older cadmium  process  to
 about 3.5 oz/gal in  the newer zinc  process.   The change  also increased total chromium  in
 treated wastewater and sludge from  677 Ib/yr to 4,421  Ib/yr,  because there was a  fivefold
 increase in the chromate bath concentration.
          The process substitution was less  clearly beneficial from an economic standpoint
 For a company with existing cadmium  process lines, the substitution of  zinc cannot be justified
 on economic grounds and must be weighed with other factors, such as  market, environmental
 health, and safety considerations.   At  Aeroquip, capital cost was estimated to be $1,972 000
 of which  approximately 72 percent was the cost  of cleaning old equipment and disposing of
 r?™L9enerated bV P'ant  modifications-  The process  change reduced  operating costs by
 §17,000/yr, for a simple payback period of about  115 years  to recover the capital cost of the
 process substitution.  However, because the cadmium and the zinc-plating lines have similar
 equipment requirements, the capital costs for new plating lines  can be expected to be about
 equal for either process.  Thus,  for  a  new  installation,  the zinc-plating process offers an
 economic advantage of lower operating cost.
          This report  was submitted  in partial  fulfillment of Contract Number 68-CO-0003
Work Assignment 3-36, under the  sponsorship of  the U. S. Environmental  Protection Agency'
Th,s  report covers the  period from  September  1991 to  January 1994, and  work  was
completed as of January 31,  1994.
                                          IV

-------
                                CONTENTS

                                                                     Page
 NOTICE	
 FOREWORD  	           '  "v	•'".	•••••••	  n
 ABSTRACT	" '	'	' "	•' ' ' ' ' .'"
 FIGURES.....	          "'"•	"	 ™.
 TABLES	.;;;;;; :;•::::::;::::;:;;•;;•;•••••••: v
 ACKNOWLEDGMENTS .		.-....'.'.'. viii

 SECTION 1
 INTRODUCTION	                     -,
        GENERAL OVERVIEW .	 . . . . , ..................   	' '   -j
        DESCRIPTION OF THE SITE AND TECHNOLOGY STUDIED  	      2
        LITERATURE SURVEY  .....................            	-| 7
        STATEMENT OF OBJECTIVES		'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.  18

 SECTION 2
 CONCLUSIONS AND RECOMMENDATIONS . . . . .	"....'	  19

 SECTION 3
 MATERIALS AND METHODS	,	                        21
        PRODUCT QUALITY	.......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'. '. '/.  21
            Corrosion Resistance Requirements at Aeroquip	  21
            ASTM Method B117-90:  Apparatus and Operating Conditions	  22
            Experimental Corrosion Property Evaluation Program	  23
                DTL Salt-Spray Tests	-.'.'.'.'.'. . .  23
                Aeroquip Salt-Spray Tests	  25
            Additional Aeroquip Salt-Spray Tests	 .	  25
            Comprehensive Program of Salt-Spray Testing of Zinc- and
                Cadmium-Plated Parts at Aeroquip  ...........              25
        WASTE AND POLLUTANT REDUCTION		 .      "       26
        ECONOMIC EVALUATION	  29

SECTION 4                        .
RESULTS AND DISCUSSION	                31
        PRODUCT QUALITY	  31
            Experimental Corrosion Property Evaluation Program 	-. . . .  31
                DTL Salt-Spray Test Data and Results	  31
                Aeroquip Salt-Spray Test Data and Results	  34
                Comparison of DTL and Aeroquip Salt-Spray Test Results	  35
            Additional Aeroquip Salt-Spray Test Data and Results	  35

-------
                              CONTENTS (Continued)
              Comprehensive Program of Salt-Spray Testing of Zinc- and
                  Cadmium-Plated Parts at Aeroquip	    35
              Summation Comments on Adequacy of Corrosion Resistance
                  Properties of Zinc-Plated Parts  .	                 42
         WASTE AND POLLUTANT REDUCTION  . . .	'.'.-'.'.'.'.'.'.'.'.  43
              Waste Reduction		     43
              Pollutant Reduction  .	 .               	    44
         ECONOMICS . .  . . .	-.-../	.	'.'.'.'.'.'. '.'.'. '.'.'.'.""  50
 SECTION 5
 QUALITY ASSURANCE
                       •	, . . .  .	             54
         ON-SITE SAMPLE  COLLECTION   	. .	              	  54
         CHEMICAL ANALYSIS	 .  	'       55
         LIMITATIONS AND QUALIFICATIONS	..'.'.'.'.'.'.'.'.       	  57
 SECTION 6
 REFERENCES
                                                                           58
APPENDIX
COMPARISON OF POWER CONSUMPTION VALUES FOR THE ZINC
VERSUS CADMIUM PLATING OPERATIONS	 .   59
                                   FIGURES

Number                                                                  0
	                 •            .                                     Page
    1    Flowsheet of zinc chloride rack plating line	 . .	  3
    2    Flowsheet of zinc chloride single hoist barrel plating line	  6
    3    Flowsheet of zinc chloride double hoist barrel plating line	..'.'.  9
    4    Material flows around electroplating and wastewater treatment
        processes	                   ., g
    5    Zinc-plated parts salt-spray tested by Detroit Testing Laboratory and
        Aeroquip (rack plated)	 . . .	          24
    6    Zinc-plated parts salt-spray tested by Aeroquip (barrel plated)	.26
    7    Cadmium- and zinc-plated parts salt-spray tested by Aeroquip  .	  ... 27
                                   TABLES
Number                                                                  Paqe

   1    Comparison of zinc chloride and cadmium cyanide rack plating processes ...  12
   2    Comparison of zinc chloride and cadmium cyanide single hoist barrel
        plating processes	          13
                                      VI

-------
                                TABLES (Continued)


Number                                                                      _
                                                                             Pagg

   3    Comparison of zinc chloride and cadmium cyanide double hoist barrel
        plating processes  	             14
   4    Pollutants generated from cadmium- and zinc-plating processes (Ib/year	
        based on production rate of 3.39 million sq ft) . . .	         20
   5    Summary of primary and quality control samples for chemical analysis
        and characterization	                           2g
   6    Results of corrosion resistance tests on various parts rack plated with	
        zinc using 5-percent salt spray; tests performed by Detroit Testing
        Laboratory using ASTM B117-90  .	      32
   7    Results of corrosion resistance tests on various parts rack plated with
        zinc using 5-percent salt spray; tests performed by Aeroquip using ASTM
        B117-90	.. ...	...          33
   8    Results of corrosion resistance tests on various parts barrel plated with
        zinc using 5-percent salt spray; tests performed by Aeroquip using ASTM
        B117-90  	.	                  3 ft
   9    Results of corrosion resistance tests on various parts plated with zinc
        using 5-percent salt spray; tests performed by Aeroquip using ASTM
        B117-90 in 1991	         37
  10    Results of corrosion resistance tests on various parts plated with
        cadmium using 5-percent salt spray; tests performed by Aeroquip using
        ASTM B117-90		           3g
  11     Annual generation of treated wastewater and sludge from cadmium- and
        zinc-plating processes (Aeroquip data) . .	           44
  12    Chemical analysis of treated wastewater from cadmium- and zinc-plating
        processes (Aeroquip data)  . .	                      45
  13    Chemical analysis of treated wastewater from zinc- plating process	
        (Battelle data)  . .	               46
  14    Chemical analysis of sludge from cadmium- and zinc- plating processes	
        (Aeroquip data)	                          4_
  15     Chemical analysis of dewatered sludge  from zinc-plating process (Batteile
        data)	 ?	. .	.		       48
  16     Pollutant generation in Ib/yr from cadmium- and zinc- plating processes
        based on 1989 production rate of 3.39  million sq ft  . . . .	 .           49
  17     Chemical analysis of field blank and laboratory blank (Battelle data)           51
  18    Capital cost	        .'	  ^
  19    Comparison of operating costs for cadmium- and zinc- plating processes  . .    53
 20    Summary of primary and quality control samples for chemical analysis
       and characterization	                   5(.
 21    Precision of sludge analysis . .	  	  55
 22    Precision of treated wastewater analysis . . .	••••••-.....
 23    Accuracy of sludge analysis	.!!...!...!.!        56
 24    Accuracy of treated wastewater analysis	
                                      VII

-------
                                ACKNOWLEDGMENTS

         The U.S. Environmental Protection Agency and Battelle wish to thank Aeroquip
Corporation  for  providing the  site for this evaluation.   The  authors appreciate the
cooperation  and  assistance  provided  by  the  Aeroquip  staff,  particularly  Mr.  James
Bookman in the  Metal  Finishing Department.    Mr.  Bookman arranged  the salt-spray
corrosion tests, provided assistance to Battelle project  staff during collection of waste-
water  and  sludge samples,  and  collected  and supplied data  from  Aeroquip files for
inclusion in the evaluation.
                                        VIII

-------
                                     SECTION 1
                                   INTRODUCTION
GENERAL OVERVIEW
         The objective of the U.S. Environmental Protection Agency's (U.S. EPA) Waste
Reduction Innovative Technology Evaluation (WRITE) Program is to evaluate in the work place
prototype technologies  that have potential for reducing wastes at the source (also referred
to as preventing pollution). In general, each technology is evaluated on three issues.
         First, the new technology's effectiveness is assessed, in terms  of maintaining
product quality.  Pollution prevention or waste reduction technologies usually recycle or reuse
materials, or use alternative  materials or  techniques.  Therefore, it  is important to verify
whether the quality of the feed materials and the quality, of the products are acceptable for
the intended purpose.
         Second, the impact of the new technology on waste generation is measured. The
new technology is compared with the existing technology (baseline) or the  process that it
replaces. The wastes generated from each technology are determined and compared.
         Third, the economics of the new  technology are quantified and compared with the
economics of the existing technology.
         This study evaluated the zinc  chloride electroplating process as a substitute for
cadmium cyanide electroplating in the manufacture of industrial  connectors  and fittings at
Aeroquip Corporation.  The  process substitution  eliminates  certain wastes, specifically
cadmium and cyanide, which  are listed among the 17 priority toxic pollutants designated by
the U.S. EPA, although as will  be seen, zinc and chromium wastes  increased with the process
change.

-------
  DESCRIPTION OF THE SITE AND TECHNOLOGY STUDIED

           The site for this study was Aeroquip Corporation, in Van Wert,  Ohio.  Aeroquip
  manufactures industrial connectors such as hose fittings.  The specific area studied was the
  zinc chloride plating operation, which includes a rack plating line and two barrel plating lines.
           Plating operations at Aeroquip previously used cadmium cyanide  plating baths to
  deposit a 0.005-0.010-mm (0.0002-0.0004-inch) cadmium coating to provide protection
  against corrosion.  Both cadmium  and cyanide/however, are toxic chemicals targeted for
  reduction by the U.S. EPA. In December 1990 and January 1991/Aeroquip modified its
  plating  process  to substitute zinc chloride plating for cadmium cyanide plating.   This
  substitution eliminated hazardous cadmium and cyanide wastes.
          The zinc  chloride plating processes for the rack plating and the two barrel plating
 lines (single-hoist and double-hoist) are illustrated in Figures 1, 2, and 3, respectively.  Each
 step in the automated plating operation is carried out in a tank with racks or barrels of pieces
 progressing through each step in sequence. The tanks are open at the top to allow the racks
 or barrels to enter from above.  Rinse water and chemicals  are added continuously or
 intermittently to appropriate tanks to maintain the desired tank levels and concentrations of
 chemicals.
          Comparisons of the cadmium cyanide and the zinc chloride plating processes for the
 rack plating and the  barrel plating lines  are shown in Tables  1, 2, and  3  respectively.
 Hydrochloric acid is used to condition parts {shown as step 12 in Table  1  and step  10 in
 Tables 2 and 3) prior to plating in the zinc chloride process whereas sodium cyanide is used
 in the cadmium cyanide process. The cadmium cyanide lines had separate tanks to apply
 either clear chromate or yellow chromate coatings (e.g.,  steps  18  and 20 in  Table  1).
 Aeroquip used clear chromate coating on  the majority (90-95 percent) of cadmium-plated
 parts. Currently, Aeroquip use yellow chromate coating on all zinc-plated parts. The reasons
 for the change were: (a) Aeroquip has adopted a worldwide standardization of yellow as the
 color their fittings and (b) the corrosion protection of the zinc-plated fittings vastly improves
 when the fittings are coated with yellow chromate. The yellow  chromate solution used by
 Aeroquip contained approximately five times greater chromium concentration than the clear
 chromate solution.  In  the water-soluble oil application step (e.g., step 22 in Table 1), the
concentration of the oil was substantially reduced by a factor of approximately ten in the zinc

-------
                               UNFINISHED PIECES
                STEP NO.                I              TANK NO.
       CHEMICAL & WATER
                                  SOAK CUAN
                  WATER
                                    RINSE
       CHEMICAL & WATER
                                ELECTROCIEAN
                  WATER
                                  ,  RINSE
                  WATER
                                    RINSE
                  HCl aq.
                                  HCL PICKIE
                  WATER
                                    RINSE
                  WATER
                                    RINSE
                                                 (SAC)   (D)
Figure 1.  Flowsheet of zinc chloride rack plating line (continued).
                  Note:  Letters A, B, C, and D refer to continuation  of
                  flow lines between successive pages.

-------
  CHEMICAL  & WATER
                            ELECTROO.EAN
              WATER
                           10
                                RINSE
              WATER
                                RINSE
             HCI
                               PRE-DIP
CHEMICALS & WATER
                           13
                                          13
                               PLATING
             WATER
                                          14
                                RINSE
             WATER
                                          15
                                RINSE
           HNO3  aq.
16               16

    HNO3  DIP
                                                (£)   CD)
                             Figure 1.  (continued).
               Note:  Letters A, B, C, and D refer to continuation of flow lines
               between successive pages.

-------
                                                Co)    Co)   (EJ
CHEMICAL & WATER
             WATER
CHEMICAL & WATER
            WATER
CHEMICAL & WATER
1
17

17
YELLOW
CHROMATE
DIP
i
18


18
RINSE
i
19
i

W
CHROMATE
SEAL
i
20



20
RINSE
• i
21
r

21
DRIP
TANK
1
22
i

22
WATER
SOLUBLE
OIL
1
DIP














	

FINISHED PIECES
TO DRYER





1


— f

_/"
_^

_r
_/




DRUMS

' 1


"\ — y

> 	 f
> 	 f

v_y
~N 	 C




o
TO
ft-
Z
^
•O
m

.i


\_y

"N 	 r
^ 	 c

•\ 	 r
•> 	 r




^
o
o
I
—
1


^ — ».

v-^
^\ 	 ^
——~^^
>— »
•> — ».




^
TO
O
o
p
K>
1











•^
30
o
o
p
u

WASTEWATER TREATMENT PLANT
                                Figure 1.  (continued).
                    Note:  Letters A, B, C, and D refer to continuation of flow lines
                    between successive pages.

-------
                                       UNFINISHED PIECES
                       STEP NO.                 I              TANK NO.
              CHEMICAL & WATER
                                          SOAK CLEAN
              CHEMICAL & WATER
                                                     4-6
                                         SOAK CLEAN
              CHEMICAL & WATER
                                        ELECTROCLEAN
                          WATER
                                            RINSE
                          WATER
                                            RINSE
                         HCt oq.
                                                      10
                                          HCL  PICKLE
              CHEMICAL & WATER
7               11
    ACID SALT
     CLEAN
Figure 2.  Flowsheet of zinc chloride single hoist barrel plating line (continued).
                  Note:  Letters A, B, C, and D refer to continuation of flow lines
                  between successive pages.

-------
                                                    (L)   (c)
                WATER
                                              12
                                   RWSE
               WATER
                                             13
                                  RINSE
              HCI oq.
                             10
        HCI

      PRE-DIP
                                             21
 CHEMICALS & WATER
                                         23-26
                                 PLATING
 CHEMICALS &  WATER
'2               22

     ORAGOUT

      RINSE
              WATER
13               20


  .   RINSE
              WATER
                           U
                                 RINSE
            HNO3 oq.
                                            18
                               HNO3 DIP
                                                  (L)   ©   CD)
                     Figure 2.  (continued).

Note:  Letters A, B, C,  and D refer to continuation of flow lines between
successive pages.                                               <.ween

-------
                                               (D  ©   (5)
 CHEMICAL & WATER
             WATER
CHEMICAL & WATER
            WATER
CHEMICAL  4 WATER

16
1

raiow
* CHBrt
(Ll A T£

17


\.nKVm,n ic
DIP

17
'






15
RINSE
<
18


U
CHROMATE
SEAL
1
19



•*-




14
RINSE
1
20






^f





2
WATER
SOLUBLE
OIL DIP
1






FINISHED PIECES
TO DRYER













1




o
2
E
C/l
1


>\ 	 f


\__f


-^ 	 ^















1


•\ 	 ^


\ f


. ..










1
;
I





\ 	
' 	 *

\ -
1 	 >

s
' 	 ^









-H
:
1

,
1
















~4
I
I
i
*
'
1
WASTEWATER TREATMENT PLANT
                       Figure 2.  (continued).

   Note: Letters A, Br C, and D refer to continuation of flow lines between
   successive pages.
                                  8

-------
                      STEP NO.
             CHEMICAL & WATE*
                                      UNFINISHED PIECES
                                 \
                                                             TANK NO.
                                        SOAK CLEAN
             CHEMICAL & WATER
                                                    4-7
                                        SOAK CLEAN
             CHEMICAL & WATER
                                                    8,9
                                       ELECTROCIEAN
                        WATER
                                                     10
                                           RINSE
                        WATER
                                          RINSE
                       HCI aq.
                                                    12
                                        HCL PICKLE
            CHEMICAL &  WATER
                                                    13
ACID SALT
  CLEAN
                                                          C»J  (c)
Figure 3.  Flowsheet of zinc chloride double hoist barrel plating line (continued).
                   Note:  Letters A, B, C, and D refer to continuation of flow lines
                   between successive pages.

-------
                                                   CO   CO
                                            u
               WATER
                                  RWSE
                                            15
               WATER
                                 RWSE
              HCI oq.
 10              23
       HCI
      PRE-D1P
CHEMICALS 4 WATER
 11           25-32

     PLATING
CHEMICALS  4 WATER
     DRAGOUT
      RINSE
             WATER
13              22


      RINSE
             WATER
U               21

     RINSE
           HN03 oq.
                                          20
                               HNO3 DIP
                                                (t)   ©   ©
                        Figure 3.  (continued).
   Note:  Letters A, B, C, and D refer to continuation  of flow lines between
   successive pages.
                                   10

-------
 CHEMICAL & WATER
            WATER
CHEMICAL & WATER
            WATER
CHEMICAL & WATER


M
YEU.OW
» CHROAUTE
.DIP

1
17
• RINSE
!

19



17
r
18
CHROMATE
SEAL
1
18

19
RINSE
i
16

20
WATER
SOLUBLE
OIL DIP
2
.1
FINISHED PIECES
TO DRYER



««-
1


Sr"
J
o
yo
E
V*
•\ 	 f
1
> 	 (
^ 	 f
i
1
"N— »
•V-*
1
•H
1
1
WASTEWATER TREATMENT PLANT
                           Figure 3.  (continued).
       Note:  Letters A, B, C, and D refer to continuation of flow lines between
       successive pages.
                                      11

-------
            TABLE 1,  COMPARISON OF ZINC CHLORIDE AND CADMIUM
                        CYANIDE RACK PLATING PROCESSES
~
Process
Step
=
1
2
3
4
5
6
II 7
I 8
II 9
II 1°
|_ 11
12
r 13
I— 14'
15
II 16
I 17
II 18
19
20
21
22
I* '
=====
Tank
No.
=====
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
	
I ..
Operation
Zinc Chloride
Plating Line
=============s==
Soak clean
Rinse
Electroclean
Rinse
Rinse
Hydrochloric acid pickle
Rinse
Rinse
Electroclean
Rinse
Rinse
Hydrochloric acid pre-dip
Zinc plating
Rinse
Rinse
Nitric acid dip
Yellow chromate dip(al
Rinse
Chromate seal
Rinse
Drip tank dip
Water-soluble oil dip(cl
Cadmium Cyanide
/ 	 Plating Line
Soak clean
Rinse
Electroclean
Rinse
Rinse
Hydrochloric acid pickle
Rinse
Rinse
Electroclean
Rinse
Rinse
Sodium cyanide pre-dip
Cadmium plating
Rinse
Rinse
Rinse
Nitric acid dip
Clear ehromate dip(a)(b)
Rinse""
Yellow ehromate diplb)
Rinse""
Water-soluble oil dip(c)
(a)  The Cr concentration in the yellow ehromate bath was approximately five times the Cr concentration in
    the clear ehromate bath.
.(b)  Approximately 90-95 of the cadmium-plated parts were coated with clear chromate, and the remainder
    coated with yellow chromate.
(c)  The oil concentration in the water-soluble oil bath in the zinc-plating process was approximately 1/10 of
    the concentration used in the cadmium-plating process.
                                           12

-------
  TABLE 2.  COMPARISON OF ZINC CHLORIDE AND CADMIUM CYANIDE
              SINGLE HOIST BARREL PLATING PROCESSES
' 	 =====
Process
Step
===========
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
=====
Tank
No.
==========
3
4-6
7
8
9
10
11
12
13
21
23-26
22
20
19
18
17
15
16
14
2
Operation
Zinc Chloride
Plating Line
===== , =======
Soak clean
Soak clean
Electroclean
Rinse
Rinse
Hydrochloric acid pickle
Acid salt clean
Rinse
Rinse
Hydrochloric acid pre-dip
Zinc plating
Dragout rinse
Rinse
Rinse
Nitric acid dip
Yellow chromate dip(a)
Rinse
Chromate seal
Rinse
Water-soluble oil dip(c)
Cadmium Cyanide
Plating Line
==============:====;
Soak clean
Soak clean
Electroclean
Rinse
Rinse
Hydrochloric acid pickle
Acid salt clean
Rinse
Rinse
Sodium cyanide pre-dip
Cadmium plating
Dragout rinse
Rinse
Rinse
Nitric acid dip
Clear chromate dip(a|(b)
Rinse""
Yellow chromate dip(b)
Rinselbl
Water-soluble oil dip(c)
(a) The Cr concentration in the yellow chromate bath was approximately five times the Cr
   concentration in the clear chromate bath.
(b) Approximately 90-95 of the cadmium-plated parts were coated with clear chromate and the
   remainder coated wrth yellow chromate.
(c) The oil concentration in the water-soluble oil bath in the zinc-plating process was approximately
   1/10 of the concentration used in the cadmium-plating process.
                                      13

-------
TABLE 3.  COMPARISONI OF ZINC CHLORIDE AND CADMIUM CYANIDE

            DOUBLE HOIST BARREL PLATING PROCESSES
 Process

  Step
Tank

 No.
         Zinc Chloride

          Plating Une
         =	


  Soak clean
           ...


  Soak clean
           i—


  Electroclean
  ——™»™»,


  Rinse
  -


  Rinse
  -    	


 ^ydrochloric acid pickle



  Acid salt clean
 —


  Rinse
 •^—«a^>_


  Rinse
 ^—«•—••—•.


 Hydrochloric acid pre-dip



 Zinc plating
    —	


 Dragout rinse
 ™'  ii .1	


 Rinse



 Rinse



 Nitric acid dip
 ———————


 Yellow chromate dip(al


 Rinse
     ___


 Chromate seal



 Rinse
—^—t^«^


 Water-soluble oil dip(c|
                 =

                 bath
                                              Operation
Cadmium Cyanide

   Plating Une
                                                    Soak clean
                                                   ~"     -• 	


                                                    Soak clean
                                                   •"•


                                                    Electroclean
                                                   •—^"«™—™.


                                                   Rinse
                                                   —«^«—^-^


                                                   Rinse
                                                   »—»•••.


                                                   Hydrochloric acid pickle
                                                   '"              		


                                                   Acid salt clean
                                                   ^•—.


                                                   Rinse



                                                   Rinse
                                                   '     m


                                                   Sodium cyanide pre-dip



                                                   Cadmium plating



                                                   Dragout rinse
                                                      —   —i...


                                                   Rinse



                                                   Rinse
                                                  —' •  i-—


                                                   Nitric acid dip
                                                  ——	_      _


                                                   Clear  chromate dipla)(b)



                                                   Rinse""
                                                  ""     i.—


                                                  Yellow chromate dip""



                                                  Rinse(b)
                                                  "^««.


                                                  Water-soluble oil dip(c)







                                                          chromate, ,
                                   14

-------
  chloride plating process from the level used in the cadmium cyanide plating process  The
  change  was necessary  to  obtain  improved adhesion  of  chromate  coating  during the
  subsequent heat-curing step.
           Rinse water and various cleaning and plating solutions are discharged continuously
  or periodically dumped from the tanks and treated in an on-site wastewater treatment p.ant
  Wastewater bearing chromium is collected separately and treated with sulfur dioxide to
  convert hexavalent chromium to triva.ent chromium, after which it is combined with the rest
  of the wastewater for further treatment.  The combined wastewater is treated with sodium
  hydrox.de to precipitate heavy metals as hydroxides. In the cadmium cyanide plating process
  cyamde-bearing wastewater was collected separately and treated with chlorine gas to destroy
  cyan.de; sodium sulfide was used to precipitate cadmium  as a sulfide.
          The wastewater with precipitated metal hydroxides is sent first to a gravity settler
 The oversow from the gravity settler is c.arified further in a sand filter before discharge to a
 sanitary sewer. The underflow from the gravity settler and the sand filter are sent to a sludge
 th,ckener, from which the sludge is pumped every 3 working days and dewatered in a filter
 press.  The water-soluble oil is collected separately and treated with hydrochloric acid to form
 an insoluble oil phase, which subsequently is separated from water by decantation.  The water
 •s returned to the wastewater treatment p.ant.  Material flows around the plating process and
 the wastewater treatment plant are illustrated in Figure 4.
          All wastes from the plating operations eventually end up in  three waste streams
 (treated water, dewatered sludge, and waste oil) that are discharged from the  wastewater
 treatment plant.  The treated water is discharged to a sanitary sewer and  sent to the
 mumcipa. wastewater treatment plant.  The dewatered sludge is collected in a 20-cubic-yard
 hopper and sent to an off-site hazardous landfill once a month.  The waste oil is collected in
 drums and sent to an off-site hazardous waste incinerator every 3 months.
          Because the cadmium cyanide process is no longer in operation, its evaluation was
 based entirely on information provided by Aeroquip from their historical files.  Evaluation of
 the present zinc chloride process was based on information provided by Aeroquip and on data
 generated in this study from Battelle's sampling and analysis of selected waste streams and
from testing of zinc-plated parts for corrosion resistance.  Aeroquip's analyses  were not
subject to the same QA/QC as were the analyses by Battelle's subcontractor for ana.ytical
work. The only waste analysis data available from Aeroquip for the cadmium cyanide process
                                         15

-------
                        CHEMICALS          WATER
UNFINISHED
PIECES
CHEMICAIS
                          PLATING PROCESS
                         WASTEWATER  TREATMENT
                                                                PRODUCT
   TREATED WATER
                            DEWATERED SLUDGE
                                                           WASTE OIL
       CD	^-  SAMPLE




SANITARY SEWER                 HOPPER	*- SAMPLE       DRUMS
                                                              \
  MUNICIPAL WWTP           HAZARDOUS LANDFILL        HAZARDOUS WASTE INCINERATOR
           Figure 4.  Material flows around electroplating and
                      wastewater treatment processes.
                                     16

-------
                                                                                 a
were on the dewatered sludge and the treated water discharged from the wastewater
treatment plant.  Therefore, these same two streams were sampled and analyzed for the
existing zinc chloride process so that the two processes could be compared.
  LITERATURE SURVEY

          The  literature survey conducted  on this project  indicates that  the  search  for
  alternative processes for cadmium electroplating started in the 1970s. For example, the U.S.
  EPA and seven other government agencies sponsored a government-industry workshop on
  "Alternatives for Cadmium Electroplating" at the National Bureau  of Standards (NBS)  in
  Gaithersburg, Maryland, during October 2-4, 1977 (Journal of Plating and Surface Finishing,
  1977).  At this workshop, the Food and Drug Administration presented  the results from
 survey study indicating that the average human intake of cadmium in the U.S. was estimated
 at 72 micrograms per day from food and water and was approaching the maximum level
 recommended by the World Health Organization. NBS estimated that the majority of cadmium
 water pollution in the U.S. was caused by cadmium electroplating and stripping.
          International Business Machines (IBM) reported at the workshop that they had begun
 to look for an alternative to cadmium plating in 1973  for 2,500 IBM  parts plated  with
 cadmium. After an eight-month engineering study, IBM had successfully switched from
 cadmium to  zinc plating over a five-month period for all but 60 out of 2,500 parts that
 required corrosion protection  only. The other IBM parts  formerly plated with cadmium for
 properties other than corrosion protection were switched to zinc plating followed by a water-
 emulsion post treatment for parts requiring lubricity, to tin or tin-lead alloy  for  parts requiring
 good solderability, and to electroless nickel for a few remaining parts.
          Other alternatives to cadmium plating reported at the workshop included: zinc-nickel
 alloy plating  by Sandia Laboratories.,  a tin alloy containing  about 35 percent zinc  by Tin
 Research Institute, and ion vapor deposited (IVD) aluminum by McDonnell Aircraft Co.  and by
Air Force Materials Laboratory.  Dini and Johnson (1979) from Sandia Laboratories describe
results from salt-spray corrosion tests performed on steel panels electroplated with zinc-nickel
alloy, cadmium and zinc.  The data obtained at 2.5-micron coating thickness indicate the
appearance of red rust after 72  hours for zinc coating  (with chromate treatment)  and
                                      17

-------
  192 hours for cadmium coating (with chromate treatment), but no red rust after 500 hours
  for zinc-nickel coating (with chromate treatment).
           Hsu (1984) from Boeing describes  another zinc-nickel plating  process, which
  produced coatings that were better than cadmium-titanium coatings for corrosion protection.
  Salt-spray corrosion tests showed a steel panel plated with a 12.5-micron Boeing zinc-nickel
  coating showed no  corrosion after  7,604 hours whereas a steel  specimen plated  with
  cadmium-titanium  coating corroded completely in the center after 1,848 hours. Rizzi et al.
  (1986)  describe   a  new  zinc based coating containing  phosphates and  silicon  that
 outperformed cadmium and zinc in salt-spray corrosion tests. The time to appearance of red
 corrosion was 100 hours for commercial electrodeposited zinc, 300 hours for cadmium, and
 1,150 hours for the new zinc coating.  Evaluation of alternative coatings for bearings prepared
 by the Kaydon Bearing Div., Keene  Corp. (Iron Age, 1980) shows zinc plating to be equal to
 cadmium plating in corrosion resistance.
          Donakowski and Morgan (1983) from  Ford Motor Co. describe the development of
 zinc/graphite composite coatings to achieve the anti-galling properties of cadmium desired for
 fasteners.  Relative coefficients of friction determined by using the  Ford Portable Joint
 Analyzer were 0.13 for zinc/graphite and 0.12 for cadmium.  Salt-spray corrosion tests on
 nuts electroplated with a 12.7-micron coating showed first appearance of white corrosion
 after 120 hours for  zinc/graphite (with chromate treatment) and no corrosion after 288 hours
 for cadmium (with chromate treatment).
         The findings from the literature survey suggest that zinc or zinc-based coatings are
 the most widely used alternatives to cadmium coating.
STATEMENT OF OBJECTIVES

         The  goal of this project was to evaluate the substitution  of cadmium  cyanide
electroplating with zinc chloride electroplating.  This study had three primary objectives.

         •    Evaluate the effects of the process substitution on product quality.
         •    Evaluate the waste reduction/pollutant reduction effects  of  the
              process substitution.
         "    Evaluate the economics of implementing the process substitution.
                                        18

-------
                                       SECTION 2
                        CONCLUSIONS AND RECOMMENDATIONS

           Based on the product quality evaluation performed in this study and data provided
  by Aeroquip, it was concluded that zinc-plated parts meet customer requirements of 96 hours
  of corrosion test (ASTM Method B117-90) before the appearance of white corrosion products.
  Further, the zinc-plated parts meet  the Aeroquip process requirements of 360  hours of
  corrosion test before the appearance  of red rust.  Cadmium-plated parts are superior in their
  corrosion resistance properties (i.e., appearance of white corrosion products and red rust in
  salt-spray tests) to zinc-plated parts.  However, as indicated above, the corrosion resistance
  of zinc-plated parts was considered satisfactory for Aeroquip's customer requirements. The
  process substitution also satisfied the requirements of some domestic and foreign customers
  for cadmium-free products,
          The changes in waste generation from the process substitution were: (a) reduction
 of cadmium by 12,100 Ib/yr, (b) reduction of cyanide (as CN) by 835 Ib/yr, (c) reduction of
 oil and grease waste, including waste oil, from 14,600 Ib/yr to 5,120 Ib/yr,  (d) increase of
 zinc by 22,300 Ib/yr, (e) increase of chromium from 677 Ib/yr to 4,420 Ib/yr, (f)  increase  of
 treated  wastewater from  40,000,000  gal/yr to 44,900,000 gal/yr, and (g)  increase  of
 wastewater treatment sludge from 282,000 Ib/yr to 383,000  Ib/yr. Table 4 shows the
 pollutant generation from each process.  The process substitution  eliminated cadmium and
 cyanide, which are priority pollutants. The increases in wastewater and sludge were due
 increase in plating bath concentration from approximately 3 oz/gal cadmium in the cadmium-
 plating baths to approximately 3.5  oz/gal zinc in the zinc-plating baths. The decrease in oil
 and grease was due to approximately tenfold decrease in the concentration of oil  used in the
 water-soluble oil  dip tank.  The increase in chromium was due to approximately fivefold
 increase in the chromate bath concentration. The chromium, which also is a priority pollutant,
 is effectively converted from the toxic  hexavalent form to a much less toxic trivalent form in
the wastewater treatment plant; therefore, it does not pose as great a health risk as cadmium.
                                         19

-------
  The overall hazard level of the waste, therefore, was substantially reduced by eliminating
  cadmium and cyanide. The process substitution also eliminated the use of chlorine (96,500
  Ib in 1989) for cyanide destruction in the wastewater treatment plant. The process substitu-
  tion, therefore, significantly reduced personnel health risks from handling hazardous materials,
  such as cadmium, cyanide and chlorine. Consequently, the process substitution has reduced
  the company's potential liability for accidental worker exposure to and environmental release
  of these hazardous materials.
  TABLE 4.  POLLUTANTS GENERATED FROM CADMIUM- AND ZINC-PLATING PROCESSES
            (LB/YEAR BASED ON PRODUCTION RATE OF 3.39 MILLION SQ FT)
•-
Pollutant
Cd
Total CN
Total Cr
Zn
Oil & Grease
" ' " i_-_i— ••— •
Cadmium Plating
12,100
835
677
o
14,600
=================—==—-
Zinc Plating
0
0
4,420
22,300
5,120
          The  capital  cost  for  the  process  change  at  Aeroquip  was estimated to be
 $ 1,972,000. About 72 percent of the capital cost was for expenses associated with cleaning
 up the process equipment contaminated with cadmium and cyanide, and for disposal of the
 waste generated from  the cleanup activity, and the  remaining 28 percent was for  new
' equipment. The annual operating cost reduction that resulted from the process change was
 estimated to be $17,100. Based on these costs, the estimated payback period is 115 years.
 The process change, therefore, cannot be justified on economic grounds alone. Justification
 would be based on the improved worker and environmental safety considerations plus the
 market's requirements for zinc-plated rather than cadmium-plated parts in many applications.
 However, in comparing the two for a new installation, the zinc chloride-plating process offers
 obvious advantages over the cadmium cyanide-plating process.
                                        20

-------
                                      SECTION 3
                              MATERIALS AND METHODS
 PRODUCT QUALITY
          Product quality was measured by the corrosion resistance of plated parts determined
 by salt-spray (fog) tests.  Salt-spray tests were carried out in accordance with the ASTM
 Method B117-90 [Standard Test Method of Salt Spray (Fog) Testing], Test specimens are
 suspended in a chamber and exposed to a salt-spray  (fog) under controlled conditions of
 temperature, salt solution concentration  and pH, and spraying rate. For the duration of the
 test period, test specimens are visually inspected at 24-hour intervals (except weekends) for
 the initial appearance of corrosion products on part surfaces and the subsequent progress of
 corrosion.

 Corrosion Resistance Requirements at Aerogiiip

          As part of their  quality acceptance criteria for zinc-plated  parts,  Aeroquip's
 engineering  process  specification  has  adopted the ASTM Method  B633-85  (Standard
 Specification for Electrodeposited Coatings of Zinc on Iron and Steel) requirement of 96 hours
 of freedom from  white  corrosion products in salt-spray testing.  Most Aeroquip customers
 require 96 hours before the first appearance of white corrosion on zinc-plated parts. ASTM
 Method B633-85 requires the corrosion resistance of zinc-plated specimens to be determined
 in accordance with ASTM  Method  B117-90.  ASTM  Method  8633-85 states that  zinc
 coatings with Type II treatment (i.e., with colored chromate conversion coating) shall show
corrosion products of neither zinc nor the substrate metal  after  96 hours, when tested by
continuous exposure to salt spray in accordance with ASTM B117-90.  The first appearance
within 96 hours of corrosion products visible to the unaided eye  at normal reading distance
                                         21

-------
  shall be cause for rejection, except that white corrosion products at the edges of specimens
  shall not constitute failure.
           The process specification for some of Aeroquip's products has an additional accept-
  ance criterion of 360 hours of salt-spray exposure before the first appearance of red rust.
           Thus  the  salt-spray test  requirements for Aeroquip  zinc-plated  (plus  yellow
  chromate) parts are as follows:
                    Appearance of White Corrosion: 96 hr (all parts)
                    Appearance of Red Rust: 360 hr (designated parts).
 AST1V1 Method B117-9Q:  Apparatus and Operating Cr
iditic
          The apparatus required for salt-spray (fog) testing, in  accordance with ASTM
 Method B 117-90, consists of a fog chamber, a salt solution reservoir, a supply of suitably
 conditioned compressed air, one  or  more atomizing  nozzles, specimen supports, and the
 necessary means for control. The  size and construction details of the apparatus are optional,
 provided the conditions obtained meet the requirements of this method.
          According to ASTM Method B 117-90, the fog shall be such that, for each 80 cm2
 of horizontal collecting area, there will be collected in each collector from 1.0 to  2.0 ml of
 solution per hour, based on an average of at least 16 hours.  B 117-90 states also that: (1)
 the  sodium chloride concentration shall be 5  ± 1  weight percent  (specific gravity,  1.027-
 1.041) and (2) the  PH of the collected solution shall be 6.5 to 7.2.  Other data on chamber
 operation are provided later in this report in the section that covers the salt-spray tests carried
 out by Detroit Testing Laboratory on zinc-plated specimens.
          It should be noted that ASTM Method B117^90 prescribes neither the type of test
 specimen and exposure periods to  be used for a specific product nor the interpretation to be
 given the results.  It should be  noted  further that there seldom is a direct relation  between
 resistance to  salt spray and  resistance to corrosion in other media.  This is because the
 chemistry of  the reactions,  including the formation  of  films and their protective  value,
 frequently varies greatly with the precise conditions encountered  by parts during use.
         The  reader  should be aware also  of possible wide  variations in the quality and
thicknesses of coatings on plated items produced on the same racks at the same time and the
consequent need to use multiple specimens for testing.
                                         22

-------
           For the salt-spray corrosion tests,  12 pieces each of four representative types of
  zinc-plated parts were obtained for use as test specimens. Each group of 12 pieces was split
  into two smaller groups of six specimens each. This was done to provide two sets (consisting
  of  four groups  each) for testing.  One  set was retained  by Aeroquip for testing in  its
  laboratory; the other set was given to Battelle, which in turn sent the set to an independent
  testing laboratory [Detroit Testing Laboratory, Inc. (DTL), Warren, Michigan].  Thus, the salt-
  spray tests were conducted in parallel by Aeroquip and DTL.  The parts evaluated in the salt-
  spray test are shown in Figure 5.
           All of the above parts were rack plated with zinc (thickness: 0.0002-0.0004 inch),
 followed by a yellow chromate coating.

 DTL Salt-spray Tests
          A total  of  24  zinc-plated specimens,  comprising six pieces  each  of  four
 representative Aeroquip fittings (Figure  5), were subjected to  5-percent salt-spray (fog)
 corrosion testing by DTL, in accordance with  procedures designated in ASTM B  117-90.
          Tests were carried out in a Singleton Corrosion Test Chamber. The specimens were
 mounted with the significant surface inclined approximately 1 5 degrees from the vertical and
 exposed for 360 hours, with evaluations every 24 hours (excluding weekends).  After 360
 hours, the test specimens were rinsed in running water (not warmer than 100°F) and dried
 During the 360-hour (14 day) test period, the 11 readings (daily except for weekends) showed
 that cabinet temperature was 95  ± 1 °F, tower temperature was  120-121 °F,  and tower
 pressure was  10 psi.   All  of these readings were in accordance  with B117-90 test
 requirements.   Four separate solution collectors were employed in the cabinet.  Examination
 of the data for each of the four collectors showed that (1) the collection volume rates all were
 within a range of 1.0 to 1.2 ml/hr; (2) the PH values of the collected solution were within  a
 range of 6.6 to 6.8; and (3) the specific gravities of the collected solutions were all within  a
range of 1.031 to 1.032 (4.6 to 4.8 percent NaCI). These collection volumes, solution pH
values,  and concentrations were all within the required ranges of B 117-90, as described
above.
                                        23

-------
                                   •§
                                    «
                                    Q.
                                    O
                                    «0
•o

 to         S


|       |

 (Q         Q)  QJ
o   S   jo  a

1i   &   *" "§

          1  »
           E  Q.
                                   O)
                                           *~ °- n —

                                  t—   "3 'c S  E
                                   m   * J _
                                  Q   S >
                                   >••    o 5

                                  4   *;
                                   0)
                                       co
          to O
                                               to
                                       r-  £XJ CD O5

                                  >•   CVI  O O 00
                                  O   O  r- tN O
                                  2.   CM  CN CN CM


                                  f   6066
                                  *±   H  H Z H

                                  a
                                  o>
                                  w
    t e t  e
    Q- £ (£•<£•
                                  (0   < CD U Q

                                  °-   a  a a a
                                  •n   3333
                                  o   e  2 s s
                                  g   o o o o


                                  9-
                                  o
                                  c
                                 Ift

                                  s
                                  3
                                  O)
                                 iJL
24

-------
                                 a
                                "a.
y Aeroquip (bai
XI
T3

                               iT
                                           O
26

-------
                                              •o

                                              S
                                              _o

                                              a

                                              JC
                                              u
                                              

                                          1^:1
                                          to S *"
                                          "a. 
h.
M
OJ
i£




"O "O =- =•
 +^
U 0)
CJ O
o o
w «
dj d)
2 2
ID 10
CO CO
3 3
£ £
OJ pj
(O oo
66
CM CM
ffi 01
II

O (U
"5. "a
a. a
"c "c
(D
Jo 3
O (O
« «
£ £
to 'w
(0 03

ev CM
                                        t tr t c
                                        ££££


                                        < m 6 Q
                                        S 2 S S
                                       p cs o o
27

-------
                                     *  -    .   s
                                     zinc and total
           The historical data supplied  by Aeroquip  included.-   (a) wastewater and sludge
  g—n d,,a from , 989 and , 9,, , (b) waste oil                               '
           Baneile collected additional sampies of sludge and treated wastewater to determine
 z,nc. -a, ohrom,um, and oi, and grease ,,or S,udge only, for comparison with the analysis
 da a Prov,ded by Aeroquip. Table 5 shows the samples coliected by Battell, The samples
 co,,ec,ed by BatteUe were ana,yzed by a subcontractor (Zande Environmental Service,  The
 generation of al, po,,u,an,s, in ,b/yr,  including cadmium, cyanide, zinc, tota, ohromium, and
                                                     '"« -alysis  data  received from
          Zande analyzed the sludge samples for zinc and total chromium using EPA Methods
 3050 and 6010, for oi, and grease using EPA Method 807,. and for tota, solids ,! s,u
 content, us.ng ASTM Method D22, 6. Zande analyzed the treated wastewater and tap water
 samples for zinc and ,o,a, chrom,um using EPA Methods 30,0 and 60,0. Ba,,elle coHected
                      °f the water sampies at th
         Battene collected all samples over a 2-week period.  BatteUe collected dewatered
sludge samples as grab samples from the sludge hopper iocated a, the discharge of the ,i,,er
press. The sludge samples were taken from various locations in the hopper and mixed in a
glass beaker to obtain composite samples. Battelie collected all sludge samples within a week
after filter press operation.
                                       28

-------
            TABLE
     Outlet of sand
     filter
     ••
     Sludge hopper
    Tap water line

                _
     (a) Field blank.

     Treated water

       •     .1.
       Sludge


       —'      i
     Tap water'3'
 During the same week
 the sludge was sampled
*"*'
 Within a week after
 filter press operation

	•	:	
During the same week
the sludge was sampled
Zn, total Cr, pH

 Zn, total Cr,
 oil & grease,
 total solids
 "
 Zn, total Cr

           Ba,,el,e co,lec,ed the treated was«ewa,er sampies continuously over a

           meanS °f thS eXMn9 S3mP"n9 P™P ^ '^ """'• Wh"h " - « Aer
 These  served as ft*, blanks.  A .aboratory b,ank
s ervice- who performed
                                                                 WM provided by Zande
 ECONOMIC EVALUATION
per  d                                                                • -"I* Payback
penod ana,ys,s, Usin9 the cos, data provided oy Ae,0qu,p. The eva.ua.ion induded es la, o
of cap,,a  costs for ,he process conversion and of the reduction, „ any, in operatinToo
resul,,ng from ,he process substitution.  Capital costs included.-

         •    plant modifications

         •    removal and disposai of the old cadmium cyanide plating solution
         •    the cost of a fresh zinc chloride plating solution
        •    cleanup of process tanks, piping and equipment.
                                          29

-------
Operating costs included:
              operating and maintenance labor
              utilities
              plating chemicals
              wastewater treatment chemicals
             waste disposal costs.
                                     30

-------
                                      SECTION 4

                              RESULTS AND DISCUSSION
   PRODUCT QUALITY


           For the salt-spray corrosion tests  12n'
zinc-plated parts Were obtained for
                                           n
    two smaHer 9roUps of six
 inc (thickness: 0.0002-0 0004 i
                                use as test
                                      ~
                                         '
 discussed below.
                                                            repreSentative
                                                                ' * »~
                                                       6 **** WW* fack plated
                                                                               of
                                           by  DTL and
                                                                are  presented and
 DTL Salt-Spray Test Data and Results
 corrosion testing by DTL i
•ha, ,he 96-hou, requ,remen, of no   c 0
Vary siigh, WC was noted on
                                                      «».«-P««nt sait-spray ,fcg)
                                                          in As™ B 1 '
                                                                 « 1 » ho.s, so
                                                   ye"OW ch™m=te. parts was
                                                        
-------
120 hours and small WC at 144 hours on the Group C specimens, it is likely that the DTL
Group C specimens would have met the 96-hour requirement.
  TABLE 6. RESULTS OF CORROSION RESISTANCE TESTS ON VARIOUS PARTS RACK
            PLATED WITH ZINC USING  5-PERCENT SALT SPRAY; TESTS PERFORMED
            BY DETROIT TESTING LABORATORY USING ASTM B117-90(a)
========
Date
07/09/92
07/1 0/92
07/13/92
07/1 4/92
07/1 5/92
07/1 6/92
07/17/92
07/20/92
07/21/92
07/22/92
07/23/92
"
======
Elapsed Hours
24
48
120
144
168
. 192 .
216
288
312
336
360
======
====================


Corrosion Test Ratings*1
Group A
2021-2-35
Adapter
0
0
0
0
1 WC
1 WC
1 WC
2 WC
2 WC
3 WC
3 WC
Group B
21 0204-1 2s
Swivel Nut
0
0
0
1 WC
1 WC
1 WC
2 WC
2 WC
4 WC
6 WC
6 WC
==================
Group C
206204-8-6S
Adapter
0
0
1 WC
2 WC
3 WC
3 WC
4 WC
5 WC
6 WC
6 WC/2 RR|C)
6 WC/4 RR!cl
Group D
2089-6-6$
Adapter
0
0
0
1 WC
2 WC
2 WC
3 WC
4 WC
5 WC
5 WC
5 WC
(a)  Four different parts, which had been rack plated with zinc, were tested. Each group of parts consisted of six
    specimens.

(b)  The following corrosion rating system was employed by DTL:

                      WC = White Corrosion
                      RR = Red Rust
                      0 = No corrosion
                      1 = Very slight
                      2 = Slight
                      3 = Slight to moderate
                      4 = Moderate
                      5 = Moderate to heavy
                      6 = Heavy
                      7 = Very heavy.

(c)  Two of the six specimens in Group C exhibited red rust (RR) at the 336-hour and 360-hour observation times.
                                        32

-------
       TABLE 7. RESULTS OF CORROSION RESISTANCE TESTS ON VARIOUS PARTS
                 RACK PLATED WITH ZINC USING 5-PERCENT SALT SPRAY;
                 TESTS PERFORMED BY AEROQUIP USING ASTM B117-90(8>
Data

07/1 3/92
07/14/92
07/1 5/92
07/1 6/92
07/1 7/92
07/20/92


07/23/92
07/24/92
07/27/92
07/28/92
07/29/92

07/31/92
08/03/92
08/04/92
08/05/92
08/06/92
08/07/92
Elapsed
Hours
0

96
120
144
168
240
264
288
312
336
408
432
456
480
504
576
600
624
648
672
Corrosion Test Results
Group A
2021-2-3S
Adapter

No signs of white
corrosion (WC)
No change
WC on threads and
near braze joint
No change
No change
No change
No change
More WC; black areas
No change
No change
No change
RR starting on two
parts; parts removed
	 ....
—
—
- —
—
—
~~~

Group B
210204-12*
Swivel Nut
_ .
No signs of WC
No change
WC on threads and
cones
No change
No change
No change
No change
No change
No change
No change
One part RR on ext.
threads, RR on ID;
parts removed
—
•
...
...
—
—
• _
—
... ,
Group C
206204-8-6*
Adapter
—
No signs of WC
No change
No change
Small WC, small
specks on corners
No change
More WC
No change
More WC
No change
No change
No change
No change
No change
No change •
No change
No change
More WC
No change
Small discolored
spots on flats of hex.
RR spots; parts re-
moved
Group D
2089-6-6s
Adapter
—
No signs of WC
No change
WC on threads and
cones
No change
No change
No change
One part of six has
red rust (RR)
No change
No change
No change
No change; parts
removed
. ...
—
•
.
_.
...
—
" ' . —
—
 (a)
Four different parts, which had been rack plated with zinc, were tested. Each group of parts consisted of six
specimens. Readings of cabinet temperatures and pressures and salt-spray conditions were generally in compliance
with B117-90 requirements for the overall test period. Some problems whh the D.I. water supply and pH meter were
encountered from 07/07/92 to 07/23/92, so that salt solution pH values were below 6.5. The effect of lower solution
pH values or corrosion results was not considered significant. If anything, the lower pH would have resulted in a more
corrosive salt-spray solution.
          In the DTL tests, all specimens in Groups A, B, and D were free of red rust (RR) at

the end of the 360-hour observation period. Two of the six specimens in  Group C showed
                                            33

-------
 RR at the 336-hour and 360-hour observation periods. In comparison, the Aeroquip tests
 (Table 7) on the Group C specimens showed no RR until the observation at 672 hours.

Aeroquip Salt-Spray Test Data and Results
         As was  done at DTL, four comparable groups of six pieces each (Figure 5) were
 subjected to 5 percent  salt-spray (fog)  corrosion testing at the Aeroquip Laboratory in
 accordance with procedures designated in ASTM B117-90. Data and results of the Aeroquip
 salt-spray tests are presented in Table 7.
         Because there was no sign of white corrosion products on any of the specimens in
 any of the  groups  at the  96-hour  observation  period,  all specimens met the no WC
requirement at 96 hours. One of the six parts in Group D  showed red rust (RR) at the 264-
hour observation  point,  but no other parts  in Group D exhibited  RR at  the 408-hour
observation point,  at which time all  Group D specimens were removed from the test chamber.
Specimens in Groups A, B, and C exhibited good resistance to red rust; the first signs of red
rust for specimens in the three groups were as follows:

                  Group A: 432  hours
                  Group B: 408  hours
                  Group C: 672  hours.

         The Aeroquip salt-spray test results (Table 7) showed that the zinc (plus yellow
chromate) plated parts exhibited very good performance with regard to freedom from white
corrosion products for 96-hours. Further, the extended-exposure tests showed that only one
of six specimens in Group D  exhibited RR at 264 hours. Thus, of a total 24 specimens, only
one specimen definitely would not have met the Aeroquip internal requirement of freedom
from RR at 360 hours. One  specimen in Group B exhibited RR at 408 hours; at 336 hours,
no specimens in this group showed RR. Whether that one specimen exhibited RR at 360
hours is not known, as  no observation Was made at 360 hours, which  occurred on a
weekend.
                                        34

-------
   Comparison of DTL and Aeroquip Salt-Spray Tes, ResuKs
            The data and results shown in Tables 6 and 7 and discussed above demonstrate
   very good agreement in results of the salt-spray tests conducted by the two Jaboratories on
   the zmc-plated  parts.  In general, very good a9reemen,  and full  compliance with the
   requ,rement for absence of white corrosion products for 96 hours was noted for the groups
   of specimens tested a, both laboratories. Further,  there was generally good agreement in
   results with respect to the appearance of red rust. A, both laboratories, on,y 3 of 48 speci-
  mens did no, meet Aeroquip's internal requirement of freedom from red rust for 360 hours of
  exposure to salt  spray.

  Additional Aeroauip Salt-Sorav TV»st Data anri Roc..it?

  ^        In addition to the salt-spray testing of the rack-piated parts,  carried out in parallel
  by DTL and Aeroquipand reported above in Tables 6 and 7, Aeroquip also tested four groups
  of barrel-plated parts.  Each group  of parts consisted of six specimens plated with zinc
  Corros,on data and results of these latter tests are presented in Table 8. As can be seen from
  Table 8, al! specimens in all four groups met the requirement of freedom from white corrosion
  (WCI products a,  96 hours.  WC had  started to appear on mos, of the specimens a, the 168-
  hour observation point.
          All parts also met the requirement of no red rust (RR) at 360 hours. One specimen
 m Group A exhibited RR at 432 hours. At 504 hours,  RR was present on Group A and Group
 C parts, but Group B and Group D specimens  showed no RR.  The tests were terminated at
 504 hours. The above data and results show that excellent resistance to both white corrosion
 and red rust was exhibited by all 24 specimens in the four groups of parts that had been barrel
 plated with zinc.                                       .
Comprehensive Program of Salt-Snrav Te.,tinq n<
Cadmium-Plated Parts at Aeroguip
         From October 15 to November 5, 1991, Aeroquip carried out corrosion tests to
compare the salt-spray corrosion resistance of zinc-plated parts with cedmium-plated parts
These  tests were done in accordance with ASTM  Method  B117-90.  Seven groups of
representative parts p.ated with zinc and seven groups of identica, parts plated with cadmium
                                        35

-------

                                                       Corrosion
                                                       ^™™™^".™1


                                                     Group B
                                                              Test Results



                                                                       Group C
                  Elapsed

                  Hours
                               FC1044

                                Nipple
                                                   FC3596-08s

                                                   Crimp Socket
                                            FC1006-12s

                                               Socket
                                           FC1130-08s

                                             Socket
    10/05/92
    ™  — •



    10/06/92
    •"    •   i -.



    10/07/92
    —   —   in.



    10/08/92
       •    • i.



    10/09/92
    ~ ,      	



    10/12/92
    •



   10/1 3/92
       —.  ,.-


   10/14/92
   ~ i   —-i  i—


   1 0/1 5/92
                          No corrosion
                          •


                          No corrosion
                          ——————_


                          No corrosion
                          ———«—«^__


                          No corrosion
                          •"   •    .1 —


                         WC starting



                         No change
                         —————__


                         No change
                         •————_


                         Slightly more WC
                     No corrosion
                     —————_M...


                     No corrosion
                     -T——^—__


                     No corrosion
                                ,


                     No corrosion
                     •————™_


                     WC starting
                     '


                     No change
                             •


                     No change
                     —


                    Slightly more WC
                      No corrosion
                      •^———__


                      No corrosion
                      ——^——__


                      No corrosion
                      ~—~^^^—^


                      No corrosion
                      •••


                      WC starting



                      No change
                      ———~-—~~


                      No change
 No corrosion
 ——^"—.^—-


 No corrosion
 -"-^—_«


 No corrosion
 •


 No corrosion
         .—


 WC starting



 No change
 —  -     .._


 No change
                                                                   Slightly more WC  I  Slightly more

                                                                            	  WC


                                                                   No change
                                                                   ———•—_


                                                                   More WC
                                                                   —


                                                                   No change



                                                                   No change
10/1 6/92
        	


10/21/92




10/22/92
	


10/23/92
No change
        	


No change
••—••——^__


No change
No change
1


More WC
        i.


No change
—™—>__«^H


No change
No change
1


More WC
••


No change
—•—^—^_»_


No change
                        Red rust (RR) on

                        one part
(a)  Four different

    specimens.
              parts, which had been barrel plated
                   No change
                            ._



                   with zinc, were tested.
                    RR in I.D.         |  NO change

                                        =====


                   Each group of parts consisted of six
                                                36

-------
£
en
O)
|o
3 en
x5
^fc ^ft

US PARTS PLAT!
^EROQUIP USING





s
2 > ' 1 8
5£ | «
• TESTS ON VA
S PERFORMED
RESISTANCE
PRAY; TEST
Iti
CO <
O CO
OC i_
K 7
o a
00
u. oc
PS
-J u
OC 3
o>
111
3
!
s
a
CO





O
c
C
u.
0
a


UI
a
§
0


Q
a
3
O
0
0
0
O
m
a
a

a
i
o

III
FC5192-0
Rack Pla
Crirrip fit
1285-Ss
ack Plated
Nut
oc

1286-68
Barrel Plated
Nut

A
1241 -8s
Barrel Plated
Reusable Nippl
1241-6s
Barrel Plated
Reusable
Nipple
*li«
O O. co j«
N | i 0
m
1210-68
Barrel Plated
Reusable
Socket
|f.
c E

S 1
s
0
''


'
i


j


i
<

1

•!
o


5>

o
.

I
J
i
t; no white c
c
CD
Yellow chromate pres


e present; no white
Yellow chromat
corrosion (WC)
0
c
c!
to
Yellow chromate pres
white corrosion (WC)



O)
J£
0
--• •" "-
?
te (lighter yello
a
o
Jc
u
2
>
Slight color change in
no corrosion


w); no corrosion
I
£L
.0)
CD
CO
E
0
o
1
Slight color change in
00
*

en

o
— -


Dservation
o
No change from 48-hr


/VC developing in the
>)
^, CO
o -a
U
CD ^ ,
if 1
IS
SL?
Slight color change in
chromate (lighter yellc
corrosion

^

C3>
00
0
=
1 1 . ...

Slight WC
developing o
threads;"1
sample oullec
)servation;
o
JZ
§
!i
if
•ii


VC developing on
le pulled
Slight areas of V
threads""1; samp
5g
I?1
of I
Slight color chan
chromate (lighter
corrosion; sample
(D
en

5
en
o
==
i
•*•
(No record of
servation)
TO
C
a
01
CD
•9
a
-c
Slight WC developing <
flats; sample pulled


x a
CD £
•o co
c »
to •*
'19
•- £
Slight WC devel
tending beyond
pulled
0)
"5. a
.|t
S E
Slight areas of WC de<
on edges and flats; sa
pulled
o
2

en
O
6
=
i
• ^
•S Q.
Similar to the
120-hr obsen
tions; no sam
pulled
1

Similar to the 1 20-hr o
sample pulled

w. CD
Similar to the 1 20-h
observations; samp
pulled
•o
£
~3
a.
ID
a.
CD
co
o
V
1
Similar to the 1 20-hr o

Ji

en

6
=====
.


•o
"5
a.
CD
1
CD
J
I
1
. O
6
CM
S
Near in appearance
vations;
CD
CO
- -D
O
O
CM
Near in appearance to
sample pulled
00
CO

•r-
CM
CM
6
———



CD
3 '
Q.
CD
Q.
CD
CO
§
5
£
CD
WC developing furth
CD
Q.
CD
CO
O
c
ze/area;
M
c
WC developing further
pulled
CM
en

,_
CO
CM
CD








•a
3
*-•
o
_o









37

-------
•o
 0)

I

J
O)

LU

m
                                             Il-flf

 c
 o>


 •5
 ID
                                                                           s
                                                                           •g
                                                                           I
                                                                           o
                                                                           s
                                                                           X
                                                                           9
                                                                           C
                                                                           O

                                                                           5
                                                                           0)
                                                                           '5"
                                                                           o
                                                                           a
                                                                            a

                                                                         •£ "2
                                                                         T3 •
                                       38

-------
 flu












a
tt-apray Teat Reau!
(0














O

UL





111
|

O
a
0


u
a.
i
(9

ta
Q.
3
Z
o



i


•
S -o 5
FC5192-OW
RaokPlet*
Crimp Fhtk

,5
|E s
21




o c
ii
No changa
obsarvad


No change
obsarved

c
CO —
m *
O «9
_ Q
-2 -°
Z 0

ll
u S
z-§
S
en
to
0


» corrosion
f
8
£
o
=
S


S
I
•>
ta
3
•o
fi
Parts starting '
no corrosion

c
e
(9
.c

•g
_O-
3
starting to <
rroaion
§S
£ i
*
»
6
•*
i
Same as 48 h
observations


|
1
1
I
£
m
S
M
1
O
5
Same as 48 he


OS
c
o
V5

O
Q)
0
as 48-hour
?
a
M
M
CO
CO
6


corrosion
§
c
a
£
a
a


g
i
£
T appearance; no
•^
c
Parts turning g
corrosion
?


S
0
CL
e

fj
C §
£ §
(0
en
en
0





.
T

c
f

en
S
c
eg
(O
1
A
O
h.
en

s

c
o
I
ey; no corrosion
O)
S
Parts continue






CB
continue to
rrosion
r °
£ §
CO

-------

O
a
 -P
2 §
irts continue
irrosion obse

f
Some WC
developing oi
threads

P
c
£
CD-P
2 >
rts continue
rrosion obse


Some WC
developing or
threads

p
c
I -a
rts continue
rrosion obsei
I
CO
13
*'f *
c £ '=
° s s
SIJ


I
p
ts continue
corrosion
MM«^S^^=
»
WC on thread
appears to be
increasing


i
S
ts continue i
corrosion
I

WC on thread
appears to be
increasing


£
o>
P
ts continue i
corrosion
I
tft
WC on threadi
appears to be
increasing


I
P
ts continue t
corrosion
'•

WC on threads
appears to be
increasing


£
P>
O
:s continue t
:orrosion
                                  CO o
                                  CL u
                              0) o
                             Q- u
£ 8
                                                                    CO  O
                                                                    o.  c
                                                               £  §
                                                                                CO O
                                                                                Q. C
            C
            co p
            CL c
T3
 0)

.C
*3

 §
O
00
            o
           cc
>.

a
                O
                ' a
O
                      I
                       CO
                       I
                       o
                             i
                             to
                             §
                             a>
 P)
 c
'a.
 o
 a>
                                              _c
                                               a
                                               c
                                              '5.
                                              _o

                                               §
                                                                                                  "5.
                                                                                                  •J2
00










o
1
P
CO
a
5



a
0

o
1241 -6s
Barrel Plated
Reusable NippI
»! §
.«? Jj-w
-11
cr

ts
1210-63
Barrel Plate
Reusable Soc
3*
II
I
==================
o>
p
Parts continue 1



>:
&
P
Parts continue
no corrosion

CD
CD
CN
===
P)
'p
Parts continue t



j.
o
0,
2
Parts continue
no corrosion

CO
00
CM
en
CM
°
w
.ra
p
Parts continue t



.»
£
ra
2
Parts continue
no corrosion

CM
en
CO
CM
6
-"
s; o
5 a
i 0)
White corrosion
developing in thi



..
01
2
Parts continue
no corrosion

(O
CO
O)
CN
0
— ^-
•p
o
WC appears to t
threads




£
p>
2
Parts continue
no corrosion

o
(O
CO
6
m
0
=^??r— ^^—
•o
ID
WC appears to b
threads




I
P
Parts continue 1
no corrosion

CO
CO
5>
CO
o
•o
CO
WC appears to b
threads




£
ra
p
Parts continue 1
no corrosion

I '
r—
CT)
o

CD
CD
WC appears to b
threads




o>
P
Parts continue t
no corrosion

$
t
en
-
                                                                                                                         T3
                                                                                                                          (U
                                                                                                                                          O
                                                                                                                                          O
                                                                   40

-------
•o

I

"*3

§
O
UJ

CO
I C
C
1 u.
1 «
1

i
1


I w
=
2
1 °
s[—
- °
Si °-
1 3
- g
S1 <5
f
°
-
=
s
CD


1 m
0=






1 **
o
*-" 1 -
£ 79
1 §1^
>• 9£j
sf <
5JJ
o*t
» 5
00 o
jgjl
oe



•O

ID 2
m §
cc

1241 -6s
Barrel Plated
Reusable Nipple
%
•o J?
^ ^ §
3«*
51'1
« «
M i
tr

S
« ««
««5
2± ••
- §1
* i
cc
	 	
?£ I

2
if
8 S
g.§
£ i
	
I

J3
o
I
(D
N
o ®
$5








£
0)
0
**
o
ll
c m
8 g
S8
•2.S.

o
CO
•<*
o- I
°
a> II
WC developin
'-
B. It
s*
C -0
I g
8 «
u II
a> a II
WC and blackenin
particularly in thre
nose area
—
II


§
c II

1
°
1
i
-° u
c
 «
                                          o 
-------
  be.ow:   The reSU'tS °f the Salt-SpraV tests °n the Zinc-P'*ed parts (Table 9, are summarized



           "    Sf's'e to^J" th,eHSe,Ven Qr°UPS °f Parts Passed the requirement
                of 96 hours before the first appearance of white corrosion products.
                at^S^
                at the 360-hour observation time, so that all specimens met the
                requirement of freedom from RR for 360 hours.
           "   ^ SP^imrS in Gr°UpS A' B' D and G were stil1 free of red rust
               after 504 hours of salt-spray exposure.  Red rust was beginning
               develop on specimens in Groups C, E, and F at 504 hours at which
               point all tests were terminated.

           The results of the salt-spray tests on cadmium-plated parts (Table 1 0) are
 summarized below:
               h«   f«      r                        the rec>uirement of 96
               hours before the first appearance of white corrosion products The
               appearance of white corrosion products in any of the seven groups
               was delayed to 336 hours and beyond.              seven groups
          B    KI/%  *•!
                f    CA  W3S observed on any of the cadmium-plated specimens

               ttminated."0"8  °f  6XPOSUre' at Whlch P°int  the tests were


 The above results demonstrate that the  cadmium-plated parts  exhibit  superior corrosion

 ^stance to zinc-plated parts with regard to the appearance of white corrosion products and
 red rust in salt-spray tests.



 Summation Comments nn Adequacy of Corrosion
 Resistance Properties of Zinc-Ptgted Parts



         In view of the results of salt-spray tests carried out on zinc-plated parts by the

Detroit Testing and the Aeroquip Laboratories during this project, along with the results from

earner Aeroquip tests on  zinc- and cadmium-plated parts, the following generalized comments
can be made:
                        prclduces a Coatin9that ^tisfies customer requirements
                         before the appearance of white corrosion products.
                                        42

-------
          •    These same zinc-plated parts also comply with Aeroquip process
               requirements of 360 hours before the appearance of red rust.
          •    Cadmium-plated parts are superior  in their  corrosion  resistance
               properties (i.e., appearance of white corrosion products and red rust)
               to zinc-plated parts.

          In light of the above evaluations, the corrosion resistance properties of zinc-plated
 parts are considered satisfactory  to allow use of zinc as a substitute for cadmium in many
 plating applications. The Aeroquip Corporation, after extensive evaluation, switched over to
 acid zinc chloride plating to replace their existing cyanide cadmium-plating operations in early
 1991. The Aeroquip acid zinc chloride plated coatings comply with ASTM and many industrial
 company specifications for corrosion resistance.
 WASTE AND POLLUTANT REDUCTION

         Environmental effects of the process change were evaluated on the basis of waste
 volume reduction and pollutant reduction.  Waste volume reductions were estimated for the
 treated wastewater and the dewatered sludge, which affect conservation of water and landfill
 space, respectively. Pollutant estimates focused mainly on toxic pollutants/such as cadmium,
 cyanide, and chromium.

 Waste Reduction

         The quantities of treated wastewater  and dewatered sludge from the cadmium-
 plating process generated in 1989 and from the zinc-plating process generated in 1991 were
 estimated from the data provided by Aeroquip and shown in Table 11.  The production rate
 (i.e., number of parts or pieces plated) in 1989 was 31  percent higher than the production
rate in 1991. Therefore, the  waste generation for 1991 was adjusted upward by a factor of
 1.31 for direct comparison with the  1989 waste generation.  The adjusted 1991 wastewater
generations  were 40.0 million gallons from the  cadmium-plating process and 44.9 million
gallons  from the zinc-plating process.   The wastewater generated from the zinc-plating
process was, therefore, 1 2 percent higher than the wastewater generated from the cadmium-

                                        43

-------
plating process. The adjusted sludge generations were 282,000 Ib from the cadmium-plating
process and 383,000 Ib from the zinc-plating process, an increase of 36 percent due to the
process substitution.  The increases in wastewater and  sludge generations were due to
increase in plating bath concentration from approximately 3 oz/gal cadmium in the cadmium-
plating baths to approximately 3.5 oz/gal zinc in the zinc-plating baths. The increased zinc
metal concentration in the zinc chloride plating bath increased the dragout and rinse water and
thereby increased the  wastewater and sludge generation. The  waste oil generation data
provided by Aeroquip were 26 drums/year from the cadmium-plating process in 1989 and
6 drums/year from the zinc-plating process in 1991,  or 9,542 Ib/year and 2,202 Ib/year,
respectively, based on a specific gravity of the waste oil at 0.8. The decrease in the waste
oil generation was probably due to approximately tenfold reduction in the concentration of oil
in the water-soluble oil dip tank used in the zinc chloride plating process compared with the
oil concentration used in the cadmium cyanide plating process.
         TABLE 11. ANNUAL GENERATION OF TREATED WASTEWATER AND
                    SLUDGE FROM CADMIUM- AND ZINC-PLATING PROCESSES
                    {AEROQUIP DATA)

Year
1989
1991|a)

Plating
Process
Cd
Zn
Treated
Wastewater,
gal
40,000,000
44,900,000

Sludge,
Ib
282,000
383,000
          (a) Adjusted to the 1989 production rate of the electroplating process.

Pollutant Reduction

         Tables 12 and 13 show chemical analyses of treated wastewater discharged from
the plant. Table 12 includes the data obtained by Aeroquip during July-December 1989 for
the cadmium-plating process, and during July-December 1991 and June-August 1992 for the
zinc-plating process.  The change from cadmium to zinc plating occurred during December
1990 and January 1991.  The Aeroquip data shown  in Table 1-2 indicate that all pollutant
concentrations  are below the effluent discharge limits set by the municipal  wastewater
treatment plant that receives the wastewater. The changes in the average wastewater ana-
                                        44

-------
      TABLE 12. CHEMICAL ANALYSIS OF TREATED WASTEWATER FROM
         CADMIUM- AND ZINC-PLATING PROCESSES (AEROQUIP DATA)
Concentration,
Month
1 989 Cd Platinq
Jul
Aug
Sep
Oct
Nov
Dec
Average
1991 Zn Platina
Jul
Aug
Sep
Oct
Nov
Dec
Average
1992 Zn Platina
Jun
Jul
Aug
Average
Discharge Limits
pH
10.51
10.21
10.05
9.75
9.44
9.91
9.98
7.87
8.59
7.83
8.46
8.52
8.15
8.24

8.14
8.29
8.01
8.15
< 10.50
Cd
0.011
0.060
0.045
0.04
0.06
0.04
0.043
0.011
0.012
0.053
0.079
0.038
0.015
0.035

0.006
0.011
0.008
0.008
0.26
Total
Cr
0.07
0.025
0.008
0.018
0.46
0.09
0.11
0.161
0.042
0.111
1.01
0.249
0.104
0.28

0.104
0.065
0.092
0.087
1.71
Total
CN(a)
1.23
2.99
3.25
3.49
1.68
2.37
2.50
<0.02
0.030
<0.02
<0.02
<0.02
< 0.002
<0.019

<0.02
<0.02
<0.02
<0.02
(a)
mg/L
Amenable
CNla)
0.14
<0.18
0.13
0.17
0.12
0.19
0.16
<0.02
<0.01
<0.02
<0.02
<0.02
<0.002
< 0.0 15

<0.02
<0.02
<0.02
<0.02
0.32

Zn
< 0.003
0.017
< 0.007
< 0.008
< 0.003
0.008
< 0.008
0.366
0.345
0.510
0.580
0.659
0.264
0.454

0.515
0.322
0.356
0.398
1.00
(a)  Aeroquip is required to report total cyanide but is regulated by the amenable cyanide limit of 0.32 mg/L.
                                    45

-------
         TABLE 13.  CHEMICAL ANALYSIS OF TREATED WASTEWATER FROM
                     ZINC-PLATING PROCESS (BATTELLE DATA)
Concentration, mg/L

Sample No.
46325-05-05
46325-06-28
46325-10-07
46325-13-21
Average
Date of
Sampling
06/23/92
06/24/92
06/25/92
06/30/92


PH
8.41
8.21
8.44
8.61
8.42
Total
Cr
0.025
0.129
0.079
0.042
0.069

Zn
0.330
0.466
0.384
0.340
0.380
lyses from July-December 1989 to July-December 1991 shown by the Aeroquip data were:
(a) decrease in pH from 9.98 to 8.24, (b) decrease in Cd concentration from 0.043 to 0.035
mg/L, (c) increase in total Cr concentration from 0.11 to 0.28 mg/L, (d) decrease in total CN
concentration from 2.50 to less than 0.019 mg/L, (e) decrease in amenable CN from 0.16 to
less than 0.015 mg/L, and (f) increase in Zn concentration from less than 0.008 to 0.454
mg/L. The changes in pollutant concentrations were consistent with the process substitution.
The higher pH  was used in the cadmium cyanide  plating process to optimize removal of Cd
by sulfide precipitation. Increase in totalCr concentration was due to approximately fivefold
increase  in the Cr concentration in the yellow chromate solution used in the zinc  chloride
plating process compared with the Cr concentration in the clear chromate solution used in the
cadmium cyanide plating process. The Aeroquip data in Table 1 2 show further decrease in
Cd concentration from 0.035 mg/L during June-December 1991 to 0.008 mg/L during June-
August 1992, indicating the residual Cd left in  the  process tanks (mainly in  the sludge
thickener in the wastewater treatment plant) continued to decline.  Table 13  shows  the
wastewater analysis data for the samples collected by Battelle from the zinc-plating process
during  June 1992. The Battelle  data generally agreed with the Aeroquip data reported for
June-August 1992.
         Table 14 shows the sludge analysis data obtained by Aeroquip for the cadmium-
plating process during November  1987 and February 1988 and from the zinc-plating process
during July 1 991. The historical data provided by Aeroquip for the cadmium-plating process

                                        46

-------
 included one analysis each for moisture content (67 percent), Cd (43,000 mg/kg), hexavalent
 Cr (below detection limit, 0.1 mg/kg), and oil and grease (18,000 mg/kg). The historical data
 provided by Aeroquip for the zinc-plating process included one analysis each for total Cr
 (5,900 mg/kg) and hexavalent Cr  (below detection limit,  <0.1  mg/kg).  No data were
 available on total Cr concentration  of the sludge from the cadmium-plating process.  The
 extremely low concentration of hexavalent Cr in the sludge from either process indicates very
 efficient operation of the chemical treatment step, which converts the toxic hexavalent Cr to
 much less toxic trivalent  Cr.
         TABLE 14. CHEMICAL ANALYSIS OF SLUDGE FROM CADMIUM- AND
                    ZINC-PLATING PROCESSES (AEROQUIP DATA)
Concentration, mg/kg
Date of
Sampling
Nov/87(a)
Feb/88(a|
Jul/91(b)
Moisture,
percent
67
(c)
71
Total
Cd Cr

-------
wastewater analyzed by Battelle in June 1992 (shown as 0.069 mg/L in Table 13) than the
Cr concentration in the treated wastewater analyzed by Aeroquip in July 1991 (shown as
0.161  mg/L Table  12).
           TABLE 15.  CHEMICAL ANALYSIS OF DEWATERED SLUDGE FROM
                      ZINC-PLATING PROCESS (BATTELLE DATA){a)
Concentration, mg/kg

Sample No.
46325-01-12
46325-03-24
46325-06-22
46235-08-26
46235-12-08
46325-13-07
Average
Date of
Sampling
06/22/92
06/23/92
06/24/92
06/25/92
06/26/92
06/30/92

Moisture,
percent
67.5
72.8
70.4
69.6
69.1
70.6
70.1
Total
Cr
20,700
14,700
15,800
15,300
17,500
16,900
1 6,800

Zn
55,100
55,600
59,000
61,700
59,600
56,400
57,900 -&
Oil&
Grease
7,580
5,520
8,040
9,140
9,110
6,410
7,630
   (a) Sludge samples were collected as grab samples.

         Pollutant generations, estimated from the quantities of treated wastewater and
sludge and pollutant concentrations in each waste stream, are summarized in Table 16 for the
cadmium- and the zinc-plating processes.  For example, the quantity of Cd generated in the
sludge was estimated by multiplying the annual sludge generation (281,820 Ib/yr from Table
11) and  the  Cd concentration in the sludge (43,000  mg/kg from Table 14) as follows:
281,820 x 43,000/1,000,000 = 12,118 Ib/yr. The pollutant generations were based on the
1989 production rate of the electroplating process. The 1989 production rate, expressed as
sq ft of electroplated surface area of production parts, was estimated from the quantity of Cd
metal coated and the coating thickness. The quantity of Cd metal coated was estimated as
44,400 Ib by subtracting the waste Cd metal (12,100 Ib from Table 16) from the actual Cd
consumption in 1989 reported by Aeroquip as 56,500 Ib.  Based on an average coating
thickness of 0.0003  inches (the mean of the 0.0002- to 0.0004—inch coating thickness
specification) and the specific gravity of Cd metal at 8.64,the total surface area of production
                                        48

-------
      TABLE 16.  POLLUTANT GENERATION IN LB/YR FROM CADMIUM-
                    AND ZINC-PLATING PROCESSES BASED ON 1989
                    PRODUCTION RATE OF 3.29  MILLION SQ FT<8)
Wastewater
Cadmium-Platinq Process
Cd
Total CN
Total Cr
Zn
Oil & Grease
Zinc-Platina Process
Cd
Total CN
Total Cr
Zn
Oil & Grease

14
835(b)
37(b)
0
_(d)

Ow
0
75(h)
16l(h)
_(d)
Sludge

12,100(c)
0
640(e)
0
5,070(c)

0(9)
0<9>
4,350(i)
22,200(i)
2,920(j)
Waste Oil Total

-(d> 12,100
-W 835
-W) 677
0 0
9,540(f) 14,600

_(d) 0
_(d) o
-(d) 4,420
-(
-------
parts electroplated in 1989 was estimated as 3.29 million sq ft.  The estimated pollutant
generations were based on the following assumptions:

         •    Zero discharge of Cd and CN from the Zn plating process.
         •    Zero discharge of Zn from the Cd plating process.
         •    The concentration of CN in sludge was assumed to be equal to that
              in wastewater. This assumption will result in overestimating CN in
              the sludge because CN is present in both media in a soluble form.

In the cadmium cyanide plating process,  Cd and Cr were predominantly discharged in the
sludge and the CN in the treated wastewater.  In the zinc chloride plating process, Zn and Cr
are also discharged predominantly in the sludge stream.   A complete comparison of Cr
discharges from the two processes was not possible due to lack of data on Cr analysis of
sludge from the Cd plating process. Since the Cr concentration in the clear chromate solution
used in  the Cd plating process was approximately 1/5 of the Cr concentration In the yellow
chromate solution  used in the Zn plating process, the quantity of Cr in the sludge from the Cd
plating process (shown as 640 Ib/yr in Table 16) was estimated by assuming that the Cr
concentration in the sludge from the Cd plating process was 1 /5 of the Cr concentration of
the sludge from the Zn plating process.
         Chemical analysis of the field blank (tap water) and the laboratory blank are shown
in Table 1.7.  The Cr and Zn levels  in the blanks appeared to be low enough that they have
negligible effect on estimation of the Cr and Zn discharges from the Zn plating process.
ECONOMICS

         Table 18 shows the capital cost for converting the plating lines at Aeroquip from
cadmium plating to zinc plating.  The cost data were provided by Aeroquip and were adjusted
to 1992 dollars using a 5 percent/year escalation. Approximately 72 percent of the total cost
was for expenses related to cleaning up the Cd process equipment and for disposal of the
waste generated from the cleanup operation; the remaining 28 percent was for installation of
the new equipment.  The work involved in converting the plating lines included: (a) removal
and off-site destruction of the cadmium cyanide plating bath, (b) cleanup of the plating areas
and the cyanide destruction tanks in the wastewater treatment plant, (c) stripping and relining
                                         50

-------
of the plating and rinse tanks with a new resin liner, (d, replacement of process piping (e)
.nstal.at.on of a continuous filter for the new zinc chloride bath, (e) instal.ation of new heat
exchangers to dissipate additional heat generated from the zinc,-plating process, (f) instal.ation
of a new air agitation system for the zinc-plating bath, (g) installation of an  acid resistant
epoxy liner on the concrete pit used in emergencies when the plating tanks need to be cleaned
of sludge, (h) replacement of the dryers on the barrel plating lines, and (i) extension of the
dryer on the rack plating line.
        TABLE ,7. =CAL ANALYSIS OJRM BLANK ANO LABORATORY
 	Sample           Sample No.
       ===============5====—====;;——..
 Field Blank (Tap Water)   46325-06-12
                         46325-11-26
 	   Average
 Laboratory Blank
   (a) Not determined.
	 — 	 	 	 ^S!
Concentration,
mg/L
Date Sampled
._
06/23/92
06/24/92

06/24/92
— • 	
PH
=====
7.57
7.77
7.67
(a)
Total
Cr
0.019
0.041
0.030
0.017
Zn
-1- — — -~-~ — ; —
0.027
0.032
0.030
0.021
                            TABLETS.  CAPITAL COST
         Parameter
        	
 Expense (clean-up of old
 equipment and waste dis-
 posal)
 New equipment
          Subtotal
           Total
   Barrel
Plating Lines
 $ 428,000
 $ 424,000
 $ 852,000
     Rack
  Plating Line
  $ 999,000

  $ 122,000
$ 1,121,000
   Subtotal
 $ 1,427,000

  $ 546,000

$ 1,973,000
                                      51

-------
         Table 19 shows the annual operating cost data provided by Aeroquip, adjusted to
 1992 dollars. The data for the cadmium-plating process were from actual 1989 expenses,
 except for the cadmium anode cost, which was based on the actual amount of the anode
 consumed  in 1989 (56,500 Ib)  and the  1992  price of cadmium anode at $0.99/lb.
 Consumption of zinc anode was estimated as 59,000 Ib by adding the amount of Zn coated
 (36,668 Ib based on 0.0003 inch coating thickness, 3.29 million sq ft of coating, and specific
 gravity of Zn metal at 7.14) and the amount of Zn  wasted (22,300 Ib from Table 16).  The
 cost for zinc  anode was based on the above estimate and the 1992 price of the zinc anode
 at $0.78/lb.
         The cost of wastewater treatment chemicals for the zinc-plating process included
 savings of  $38,300, primarily due to elimination of chlorine for cyanide destruction, and an
 increase of  $13,900 due  to increased consumption  of  sulfur dioxide for reduction  of
 hexavalent chromium. These changes resulted in a net cost savings of $24,400. The labor
 cost was based on  the number of  operators (which has not changed between the  two
 processes)  and a unit cost of $25/hr, including supervision and overhead.  The  cost  of
 electricity for the plating processes was estimated from the voltage and current data provided
 by Aeroquip.  Details of the  electrical power consumption and cost calculations are provided
 in the Appendix.
         Incremental maintenance costs for the cadmium-plating process over the zinc-plating
 process were listed under miscellaneous  expenses, which included the costs  for the
 washdown of the plating department, treatment of the washdown water, blood tests for
 workers, environmental monitoring, and record keeping.  The cost of sludge disposal  was
 estimated from the sludge volumes (shown in Table 7) and a sludge disposal unit cost of
 $178.50/ton, as provided by Aeroquip. The cost of waste oil disposal was estimated from
the waste oil generation (Table  16)  and disposal cost of  $600/drum for hazardous waste
incinerator charge estimated by Battelle.
         The reduction in annual operating cost resulting from substitution of zinc plating for
cadmium plating was estimated to be $17,200.  For a new installation, therefore, the  zinc
chloride plating process has an economic advantage of lower operating cost over the cadmium
cyanide  plating process.  The payback period for the capital investment of $1,973,000 for
process substitution was estimated as 115 years. The process substitution, therefore, cannot
be justified  solely on economic grounds.  It should be based on improving worker safety and
                                        52

-------
environmental pollution, as well as on greater acceptance of the zinc-plated components in
domestic and foreign industrial and consumer markets.  However, in comparing the two for
a new installation, the zinc  chloride plating process offers obvious advantages over the
cadmium cyanide plating process.
          TABLE 19. COMPARISON OF OPERATING COSTS FOR CADMIUM-
                    AND ZINC-PLATING PROCESSES'8*
	 == — — —_
Electroplating Chemicals
Clear chromate
Brightener
NaOH flakes
Yellow chromate
Sodium cyanide
Cadmium anode @ $0.99/lb
Potassium chloride
Boric acid
Wetter
Zinc anode @ $0.78/lb
Wastewater Treatment Chemicals
Operating Labor, 14 persons @ $2-
r- it
5/hr
Electricity, @ $0.08/kwh
Miscellaneous
Blood Tests
Environmental monitoring
Record Keeping
Washdown of Plating Dept.
Treatment of washdown
water
Sludge Disposal Cost, @ $1 78.50/ton
Waste Oil Disposal, @ $600/drum
Total
Net Cost Reduction
======================
Cadmium
Plating

$ 3,840
3,180
3,330
16,900
42,800
55,900




$ 215,000
$ 728,000

$8,920

$ 3,240
2,320
463
6,370
4,050

$ 25,200
$15,600
$ 1,135,000

.,
Zinc
Plating


$ 49,800

28,900


6,680

4,050
46,000
$ 190,000
$ 728,000

$ 7,880







$ 34,200
$ 3,600
$ 1,118,000
$ 17,200
  (a) Adjusted to 1 992 dollars.
                                      53

-------
                                    SECTIONS

                               QUALITY ASSURANCE
         A Quality Assurance Project Plan (QAPP, Battelle, 1992} was prepared and approved
by the EPA before testing began. This QAPP contained a detailed procedure for conducting
this study. Collection and analyses of samples were performed according to the QAPP.
ON-SITE SAMPLE COLLECTION

         All samples were collected as outlined in the QAPP.  The original sampling plan
proposed in the QAPP is shown in Table 20.  All samples were  collected over a 2-week
period.  Dewatered sludge samples were collected as grab samples from the sludge hopper
located at the discharge of the filter press.  The sludge samples were taken from various
locations in the hopper and mixed in a glass beaker to obtain composite samples. All sludge
samples were collected within a week after filter press operation.
         Treated waste water samples were collected continuously over a 24-hour period by
means of the existing sampling pump in the plant, which  is used at Aeroquip to collect
composite water samples. The sample collection rate was varied in each shift in proportion
to the  discharge  rate  of each shift (i.e., at  a  ratio of 2.6:1.9:1.0, corresponding  to
first:second:third shifts). Tap water samples were collected as grab samples from a tap water
faucet.   These served  as  field blanks.   A  laboratory blank  was  provided by Zande
Environmental Service,  who performed the chemical analyses of treated wastewater and
sludge samples.
                                       54

-------
        TABLE 20. SUMMARY OF PRIMARY AND QUALITY CONTROL SAMPLES
                   FOR CHEMICAL ANALYSIS AND CHARACTERIZATION
~-
Sample
Location
Outlet of Sand
Filter
Sludge Hopper

Tap Water
1 inn
Line
=======
,
Sample Matrix
Treated Water
Sludge

Tap Water'31

=======
Time of Sampling
During the same week
the sludge was sampled
Within a week after
filter press operation
During the same week
the sludge was sampled
======
Number of
Samples*1
4
6

2

Measurements
Zn, Total Cr, pH
Zn, Total Cr, Oil &
Grease, Total Solids
Zn, Total Cr

    (a) Field blank.

    (b) Including one reserve sample for each sample matrix. Samples collected in the field did not include samples prepared
      in the laboratory for QA, such as duplicates, matrix spikes, and method blanks.
CHEMICAL ANALYSIS

         All analyses were performed as planned in the QAPP.  The pH  of the treated
wastewater and tap water was determined at the time of sample collection.  The precision
of the chemical analysis of the sludge and the treated wastewater are presented in Tables 21
and 22, respectively.  All precision data were in the acceptable range of 25 percent.


                    TABLE 21;  PRECISION OF SLUDGE ANALYSIS
Parameter
Oil & Grease
Total Chromium
Zinc
Total Solids
1
Sample
No,
46325-6-22
46325-6-22
46325-6-22
46325-6-22
*'- ' " " ii"
Regular
Sample
8040 mg/kg
1 5800 mg/kg
5900 mg/kg
70.4 %
	 — --+-H--
Duplicate
8500 mg/kg
1 5800 mg/kg
5800 mg/kg
70.3 %
.
11111111 "—
Precision
(%)
5.6
0.0
1.7
0.1
.
                                        55

-------
           TABLE 22. PRECISION OF TREATED WASTEWATER ANALYSIS
Parameter
Total
Chromium
Zinc
PH
Sample
No.
46325-6-28
46325-6-28
46325-6-28
Regular
Sample
0.129 mg/L
0.466 mg/L
8.21
Duplicate
0.1 17 mg/L
0.434 mg/L
8.16
Precision (%)
9.8
7.1
0.6
        The accuracy of the chemical analysis of the sludge and the treated waste water is
presented in  Tables. 23 and 24, respectively.  All matrix spike recoveries  were  in the
acceptable range of 75 to 125 percent.
                  TABLE 23.  ACCURACY OF SLUDGE ANALYSIS
Parameter
Oil &
Grease
Total
Chromium
Zinc
Sample
No.
46325-8-26
46325-8-26
46325-8-26
Regular
Sample
(mg/kg)
9810
15300
61700
Matrix
Spike Level
(mg/kg)
50000
16600
33200
Matrix Spike
Measured
(mg/kg)
64150
, 32600
97500
Accuracy
{% Recovery)
107
1 02
103
          TABLE 24. ACCURACY OF TREATED WASTEWATER ANALYSIS
Parameter
Total
Chromium
Zinc
Sample
No.
46325-10-7
46325-10-7
Regular
Sample
(mg/L)
0.079
0.384
Matrix
Spike Level
{mg/L)
1.000
1.000
Matrix Spike
Measured
(mg/L)
0.980
1 .342
Accuracy
(% Recovery)
91
97
                                    56

-------
         All samples collected and analyzed in accordance with the QAPP were judged to be
valid to achieve a 100 percent completeness. The detection limits of the methods used for
all chemical analyses were equal to or smaller than the minimum required detection limits
specified in the QAPP.
LIMITATIONS AND QUALIFICATIONS

         Based on the above QA data, the results of the pn-site and laboratory testing can
be considered valid for drawing conclusions about the chemical compositions of the sludge
and of the treated wastewater discharged from the wastewater treatment plant at Aeroquip.
                                       57

-------
                                     SECTIONS

                                    REFERENCES



Battelle. 1 992. Quality Assurance Project Plan for the Substitution of Zinc Chloride
   Electroplating for Cadmium Cyanide Electroplating. Prepared for the U S
   Environmental Protection Agency Risk Reduction Engineering Laboratory, Cincinnati,



Dini, J. W. and H. R. Johnson.  1979. "Electrodeposition of Zinc-Nickel Alloy
   Coating." Metal Finishing 77(9):53-7.


Donakowski  W. A. and J. R. Morgan. 1983. "Zinc-Graphite - A Potential Substitute
   Tor Anti-Calling Cadmium." J. Plating and Surface Finishing 70(1 1 ):48-51 .


Hsu, G. F.  1984.  "Zinc-Nickel Alloy Plating: An Alternative to Cadmium."  J Platina
   and Surface Finishing 7 1(4): 5 2-5.
   ooo, !«8°-  "Cadmium/s p«9ht Opens Field to Alternative Coatings."  Iron Age
   2.23(2.)'.oO.


Journal of Plating and Surface Finishing. 1977. "Cadmium Colloquy." J. Plating and
   Surface Finishing 64( 1 1 ):8, 1 0, 1 2, 1 4.


Rizzi, K. W., N. J. Spiliotis, and K. F. Blurton.  1986.  "Calling-Resistant
   Zinc/Silicon/Phosphate Coating Protects Thread Connections in Hostile Service " Oil
   and Gas Journal. July 1 5, 1 36-1 39.
                                        58

-------
                                    APPENDIX

                COMPARISON OF POWER CONSUMPTION VALUES FOR
                 THE ZINC-VERSUS CADMIUM PLATING OPERATIONS


   Aeroquip has indicated that the thickness of the zinc coating being applied now is the

same as the thickness of the cadmium coating applied previously; this thickness is 0.0002

to 0.0004 in.  Therefore, comparison of power consumptions for the  two processes was
based on the same coating thickness.
REPRESENTATIVE PLATING CONDITIONS
   Representative  electroplating  conditions  currently  employed on the various  lines at

Aeroquip for the deposition of zinc coatings from the zinc chloride bath and those used earlier
for deposition of cadmium from the cadmium cyanide bath are as follows:
                             Zinc Chloride Bath
      Rack Plating Line

                         Cell Voltage: 2.5 - 3.0
                         volts
                         Current: 3200 amp
      Single Hoist Barrel Line

                         Cell Voltage: 5-6 volts
                         Current: 1100 amps
      Twin Hoist Barrel Line

                         Cell Voltage: 5-6 volts
                         Current: 1300 amps
    Cadmium Cvanide
Cell Voltage:  5.0 volts
Current:  No data provided
Cell Voltage:  6 to 8 volts
Current:  No data provided
Cell Voltage: 6 to 8 volts
Current: No data provided
                                       59

-------
 The current values shown for the various lines are typical values employed in production at
 Aeroquip; these values depend on the area of the work pieces being plated.  No amperage
 data for the cadmium plating operations were available from Aeroquip.
 ELECTROCHEMICAL EQUIVALENCE AND OTHER DATA

    The following are other data related to the electrodeposition of zinc and cadmium:

    Electrochemical Equivalent (Theoretical):
              Zinc: 2.6886 lb/1000 amp-hr
              Cadmium:  4.6226 lb/1000 amp-hr
    Specific Gravity or Density:
              Zinc: 7.14 g/cc
              Cadmium:  8.64 g/cc
    Electrodeposition Factor (Theoretical):

              Zinc: 13.7 amp-hr to deposit 0.001 inch/sq ft
              Cadmium:  9.73 amp-hr to deposit 0.001 inch/sq ft.

Based on the electrochemical equivalence data, more pounds of cadmium theoretically are
deposited per 1000 amp-hr than for zinc by a factor of 4.6226/2.6886 or 1.719.  However,
based on the metal density values, it requires more (i.e., a greater weight) cadmium than zinc
to provide an equivalent coating thickness by a factor of 8.64/7.14 = 1.21. The theoretical
electrodeposition factor data indicate that it requires more amp-hrs to deposit 0.001 inch/sq
ft of zinc than of cadmium by a ratio of 13.7:9.73 or 1.4:1.


POWER CONSUMPTION CALCULATION FOR ZINC ELECTROPLATING OPERATIONS

   Using the plating line data provided above, the estimated annual power consumption data
for the zinc electroplating operations were calculated.
                                       60

-------
    The following plating schedule was assumed:
         2 shifts/day; 8 hrs/shift
         5 days/week; 50 weeks/year
    Total annual hours of plating operation:  (2)(8)(5)(50) = 4000
    Rack plating line: (3200 amp)(2.8 v) = 8,960 watts or 8.96 kW
    Combined barrel lines:  (2400 amp)(5.5 v) = 13,200 watts or 13.20 kW
    Combined rack and barrel lines  = 22,160 watts or 22.16 kW

    Estimated Annual Power Consumption:
         Rack  plating: (8.96){4000) = 35,840 kWh
         Barrel plating: (13.20X4000) = 52,800 kWh
         Combined plating: (22.16X4000) = 88,640 kWh.

The lack of current (amperage) data for the cadmium-plating operations precluded similar
direct calculation of power consumption data for cadmium plating. The method employed
to determine power consumption data for cadmium for comparison purposes is described
below.
POWER CONSUMPTION VALUES FOR ZINC AND CADMIUM PLATING OPERATIONS

   To estimate the power requirements for depositing an equivalent coating thickness of
zinc compared to cadmium, it is necessary to take into account the respective cell voltages
and current efficiencies for the zinc chloride and cadmium-cyanide plating operations.
Data in the literature indicate that typical cathode current efficiency (CE) values for plating
zinc from zinc chloride are near 100 percent (Dini and Johnson, 1979); Geduld  (1988)
states 95 to 98 percent. For the cadmium cyanide bath, typical CE values are generally in
the range of 85 to 95 percent (Dini and Johnson, 1979). For calculation purposes herein,
a CE value of 97 percent was assumed for zinc plating; a CE value of 90 percent was
assumed for cadmium plating.
   The comparative power consumption values for the zinc and cadmium plating
operations were calculated using the data on electrodeposition factors, cell voltages, and
current efficiencies cited above. The results of these determinations are as follows:
                                       61

-------
    Rack Plating Power Consumption:

         Zinc:  13.7(2.8)/0.97 = 39.5 watt-hr to deposit 0.001 inch/sq ft
         Cadmium:  9.72(5.0)70.90 = 54.0 watt-hr to deposit 0.001 inch/sq ft
    Barrel Plating Power Consumption:
         Zinc:  13.7(5.5)/0.97 = 77.7 watt-hr to deposit 0.001 inch/sq ft
         Cadmium:  9.72(7.0)70.90 = 75.6 watt-hr to deposit 0.001 inch/sq ft.

 From the above, it can be seen that power consumption values for deposition of equivalent
 thicknesses on work pieces are significantly higher for the barrel plating operations than for
 the rack plating operations for both zinc and cadmium coatings. This is primarily because
 of the higher cell voltages required for the barrel plating operations. About 27 percent less
 power is required for the rack plating of zinc as compared to that for cadmium.  For barrel
 plating,  about 3 percent more power is required for the plating of zinc as compared to that
 for cadmium.
   Assuming that the same proportional amounts of rack and barrel plating occurred in the
 cadmium plating operations as  in the zinc-plating operations, the estimated annual power
 consumption data for deposition of cadmium coatings were calculated as follows:

   Annual Power Consumption:
         Zn Rack Plating  = 35,840 kWh
         Cd Rack Plating  = 35,840 (54.0/39.5) = 49,000 kWh
         Zn Barrel Plating = 52,800 kWh
         Cd Barrel Plating = 52,800 (75.6/77.7)  = 51,370 kWh
         Zn Combined Rack and Barrel Plating = 88,640 kWh
         Cd Combined Rack and Barrel Plating =  100,370 kWh.

The above data show that, for the combined rack and barrel operations, the power
expenditure is about 1-0 percent less for the electroplating of zinc from the zinc chloride
bath as compared with the previous electroplating of parts with cadmium from a cadmium
cyanide  bath.
                                        62

-------
ESTIMATED POWER COSTS OF ELECTROPLATING OPERATIONS


   The above calculations of power consumption were based on direct current (DC)

amperage values. Assuming a rectifier efficiency of 90 percent for converting alternating

current (AC) to direct current, the power consumption values for the combined rack and

barrel operations are as follows:
                  Zinc: 88,640/0.90 = 98,490 kWh
                  Cadmium: 100,370/0.90  = 111,520 kWh.


At an electricity charge of $0.08/kWh, the estimated annual cost for the electrodeposition

of the coatings is as follows:
                  Zinc: 98,490(0.08) =  $7879
                  Cadmium:  111,520(0.08) = $8922.
SUMMATION COMMENTS



   The switch to plating parts at Aeroquip with zinc from a zinc chloride bath instead of

cadmium from a cadmium cyanide bath has resulted in a small (about 10 percent)

reduction in the consumption and consequent cost of electricity.
REFERENCES
Dini, J. W. andj-l. R. Johnson. 1979.  "Electrodeposition of Zinc-Nickel Alloy
   Coating." Metal Finishing 77(9):53-7.

Geduld, H.  1988. Zinc Plating. Finishing Publications, Ltd., Teddington, Middlesex,
   England, or ASM, Metals Park, Ohio.
                                       63

-------