●Grease and solid materials from plant
and animal products frequently have a
good market value. Demand from soap
plants, feed plants, and other industries
can make a recovery of waste solids a
profitable operation. Such operations
also reduce the amount of wastewater
treatment.
●If municipal charges and surcharges are
high, additional pretreatment can be eco-
nomically advantageous because better
pretreatment will reduce these charges.
●Municipality complaints can be reduced
through additional treatment responsi-
bilities assumed by the food processor.
The following disadvantages can discour-
age pretreatment of wastewater:
●Pretreatment facilities are expensive and
increase the complexity of the process-
ing operation.
●Maintenance costs, monitoring costs,
and record keeping of a wastewater
treatment operation can be expensive.
●Pretreatment facilities are placed on the
property tax roll unless state regulations
permit tax-free waste treatment.
If pretreatment is conducted, this process
should be based on facts revealed from the
waste disposal survey. Results from the plant
survey and review of viable waste conserva-
tion and water reuse systems are essential for
identification, design, and cost estimates of a
pretreatment system. Cost estimates should
include those parts of the pretreatment
attributable to flow, such as dissolved air
flotation and grease basins. Thus, major in-
plant expenses for waste conservation and
water recycling can be determined based on
the estimated reduction in flow, BOD, sus-
pended solids, and grease.
Most common pretreatment processes
include flow equalization and the separation
of floatable matter and SS. Separation is fre-
quently increased by the addition of lime
and alum, ferric chloride (FeCl 3 ), or a
selected polymer. Paddle flocculation may
follow alum and lime, and lime or ferric chlo-
ride additions, to assist in coagulation of the
suspended solids. Separation is usually
accomplished by gravity or by air flotation.
Screening by vibrating, rotary, or static-type
screens is a step that precedes the separation
process and concentrates the separated float-
ables and settled solids.
Flow Equalization
Flow equalization and neutralization are
used to reduce hydraulic loading in the
waste stream. Facilities required are a hold-
ing device and pumping equipment designed
to reduce the fluctuation of effluent dis-
charge. This operation can be economically
advantageous, whether processing firms
treat their own wastewater or discharge into
a municipal sewage treatment facility after
pretreatment. An equalizing tank has the
capacity to store wastewater for recycling
or reuse, or to feed the flow uniformly to
the treatment facility day and night. This
unit is characterized by a varying flow into
and a constant flow from the tank. Equaliz-
ing tanks can be lagoons, steel construc-
tion tanks, or concrete tanks, often without
a cover. It is important to integrate the dis-
card flow of the process to the normal capac-
ity of the treatment equipment that has been
installed.
Screening
The most frequently used process for pre-
treatment is screening, which normally
employs vibrating screens, static screens, or a
rotary screen. Vibrating and rotary screens
are more frequently used because they can
permit pretreatment of a larger quantity of
wastewater that contains more organic mat-
ter. These screening devices are well adapted
to a flow-away (water in forward flow and
Waste Product Handling 221