Pollution Prevention and Control Technologies for Plating
Operations
Section 6 - Wastewater Treatment
6.2 CONVENTIONAL TREATMENT TECHNOLOGIES
6.2.7 Sludge Generation and Disposal Data from the Users Survey
A summary of sludge generation data from the Users Survey is presented
in Exhibit 6-15. Column 1 indicates the plating shop code. Column
2 indicates the type of sludge that is generated (e.g., hydroxide,
sulfide). In all cases, shops either generated a hydroxide treatment
sludge or no sludge (zero discharge shops and shops that do not
plate regulated metals). Examples of the latter case are sulfuric
acid anodizing shops that simply adjust the pH of the wastewater
and discharge it (e.g., PS 001 and PS 037). The average sludge
generation rate for all respondents that reported a sludge quantity
is 158,272 lb/yr. Column 4 shows the percent solids of the sludge.
The average percent solids for all shops was 54%. Columns 5 and
6 show the unit cost and total annual cost of sludge disposal
or recovery for each shop (includes transportation, stabilization,
disposal/processing and disposal tax). Columns 7 and 8 show the
disposal/recovery site name and the distance between the shop
and the site. The average and median distances to disposal/recovery
sites are 457 and 300 miles, respectively. On the average, recovery
sites are further away from shops than disposal sites. For disposal
sites alone, the average and median distance to the sites are
330 and 200 miles, respectively. Additional details on recovery
sites are presented in Section 7.
The average unit cost for sludge disposal was $0.53/lb and the
median cost was $0.25/lb. Unit disposal costs for shops varied,
depending mostly on the quantity of sludge generated. The following
range of average unit costs were given for various annual sludge
generation rates:
lbs/Yr of Sludge Unit Cost, $/lb
<10,000 $1.34
10,001 to 50,000 $0.51
50,001 to 100,000 $0.43
100,001 to 250,000 $0.25
250,001 to 500,000 $0.22
500,001 to 1,000,000 $0.05
Data showing the chemical constituents of sludges generated by
some survey respondents are presented in Section 7 (see Exhibit
7-5).
The following methodology can be used to estimate the sludge generation
rate for a particular plating shop. It is based on a model presented
in reference 392 that was revised, based on the chemical constituent
data collected during the Users Survey (see Exhibit 7-5).
Sludge Generation:
(1) Calculate lbs/yr of dry sludge solids:
First, for each metal in the wastewater, multiply the lbs/yr of
metal precipitated (this value can be assumed to be equal to the
mass of metal in the influent) by its ìsolids generation
factor,î and sum.
Metal Solids Generation Factor
Cr 1.98
Ni 1.58
Cu 1.53
Cd 1.30
Fe 1.61
Zn 1.52
Al 2.89
Other* 1.77 (avg.)
*see Exhibit 7-5 in Section 7 for identification of ìotherî
metals contained in plating sludges.
(1a) If the sludge will be dewatered above 50% solids, multiple
by:
[(0.029 x % Solids*) - 0.41]
(1b) The ìsolids generation factorsî are based on
the use of caustic as an alkali reagent. If lime will be used
instead of caustic, multiply by 1.13.
(2) Lbs/yr of wet sludge = 100 (lbs dry solids/% Solids*)
*express as a whole number, e.g., 50% = 50
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