L 8 equalization and proportioning

Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur

1. LLLL
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EQUALIZATION EQUALIZATION EQUALIZATION EQUALIZATION
AND AND AND AND PROPORTIONING PROPORTIONING PROPORTIONING PROPORTIONING
Industrial Waste Treatment

2. Equalization
LIndustry will always realize
benefits from delivering a constant
quantity and quality of waste from
its plant.
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It
will further benefit from
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It
will further benefit from
delivering this waste in proportion to
that occurring in its discharge
environment—be it river or sewer
line.

3. I
The reason for these facts is that
receiving environments can always
cope better with a constant load of
contaminant and in proportion to its
own existing load.
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In fact, an industrial plant can
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In fact, an industrial plant can
sometimes can decide not to do any
further expensive treatment of its
wastes after equalization and
proportionment.

4. I
Equalization is a method of
retaining waste in a basin so that
the effluent discharged is fairly
uniform in its water quality uniform in its water quality characteristics (pH, color,
turbidity, alkalinity, biochemical
oxygen demand [BOD], and so
forth).

5. I
The influent to an industrial wastewater
treatment system (IWTS) varies in flow
and concentration of pollutants because
the discharges from the manufacturing
and utility processes are not constant.
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This variation affects the operation of
the IWTS and could adversely affect the the IWTS and could adversely affect the effluent quality from the plant.
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The objective of equalization is to
minimize or control fluctuations in
wastewater characteristics in order to
provide optimum conditions for
subsequent treatment processes.

8. I
In-line and side-line equalization
systems are both effective ways to
equalize flow volumes, but in-line
equalization is more effective for
leveling out the variations in influent
concentration because the entire
flow is blended with the entire flow is blended with the entire contents of the holding tank.

9. I
The size and type of equalization basin
provided varies with the quantity of
waste and the variability of the
wastewater stream.
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The basin should be of a sufficient size
to adequately absorb waste fluctuations
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to adequately absorb waste fluctuations caused by variations in plant-production
scheduling and to dampen the
concentrated batches periodically
dumped or spilled to the sewer.

10. Objectives of Equalization
1.
To provide adequate dampening of
organic fluctuations in order to prevent
shock loading of biological systems.
2.
To provide adequate pH control or to
minimize the chemical requirements
necessary for neutralization. necessary for neutralization.
3.
To minimize flow surges to physical-
chemical treatment systems and permit
chemical feed rates compatible with
feeding equipment.

11. 4. To provide continuous feed to
biological systems over periods
when the manufacturing plant is not
operating.
5. To provide capacity for controlled
discharge of wastes to municipal discharge of wastes to municipal systems in order to distribute waste
loads more evenly.
6. To prevent high concentrations of
toxic materials from entering the
biological treatment plant.

13. IA secondary but significant effect is
that of lowering the concentration of
effluent contaminants.
IThis is accomplished not only by
discharging out the slugs of a high discharging out the slugs of a high concentration of contaminants but
also by physical, chemical, and
biological reactions that may occur
during retention in equalization
basins.

14. I
Air is sometimes injected into these
basins to provide:
(1) better mixing;
(2) chemical oxidation of reduced
compounds;
(3) To achieve Some degree of
biological oxidation; and
(4) agitation to prevent suspended
solids from settling.

15. Equalization
tank

16. Equalization
tank

17. Equalization
tank

18. I
The mere holding of waste, however, is
not sufficient to equalize it. Each unit
volume of waste discharged must be
adequately mixed with other unit
volumes of waste discharged many hours
previously.
I
This
mixing may be brought about in the
I
This
mixing may be brought about in the
following ways:
(1) proper distribution and baffling;
(2) mechanical agitation;
(3) aeration; and
(4) combinations of all three.

19. I
Proper distribution and baffling is the
most economical, though usually the
least
efficient, method of mixing. Still, this
method may suffice for many plants.
Horizontal distribution of the waste is
achieved by using either several inlet
pipes, spaced at
regular intervals
across
pipes, spaced at
regular intervals
across
the width of the tank, or a perforated pipe across the entire width.
I
Over and-under baffles are advisable
when the tank is wide because they
provide more efficient horizontal and
vertical distribution

20. Baffled equalization tank

21. I
Mechanical agitation eliminates most of
the need for baffles and generally
provides better mixing than baffles alone.
One typical arrangement, shown in Figure
, uses three wooden gate–type agitators
spaced
equidistantly along
the center line
spaced
equidistantly along
the center line
of the length of the tank. Agitators
operated at a speed of 15 rotations/min
(rpm) by a 3-horsepower (hp) motor are
usually adequate.

22. Mechanical Agitators

23. Proportioning
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Proportioning means the discharge of
industrial wastes in proportion to the flow of
municipal sewage in the sewers or to
the stream flow in the receiving river.
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In most cases, it is possible to combine
equalization and proportioning in the
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equalization and proportioning in the same basin.
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The effluent from the equalization basin
is metered into the sewer or stream
according to a predetermined schedule.

24. II
The objective of proportioning The objective of proportioning
in sewers is to
keep constant the percentage of industrial
wastes to domestic sewage flow entering the
municipal sewage plant. This procedure has
several purposes:
(1)To protect municipal sewage treatment using
chemicals from being impaired by a sudden
overdose of
chemicals contained
in the
overdose of
chemicals contained
in the
industrial waste;
(2) To protect biological-treatment devices from
shock loads of industrial wastes that may
inactivate the bacteria; and
(3) To minimize fluctuations of sanitary standards
in the treated effluent.

25. Methods of proportioning
There are two general methods of
discharging industrial waste in
proportion to the flow of domestic
sewage at the municipal plant:
1.
Manual
control
related to a
well
1.
Manual
control
related to a
well
defined domestic sewage flow
pattern, and
2. Automatic control
by electronics.

26. I
Manual control is lower in initial
cost but less accurate.
IIt involves determining the flow
pattern of domestic sewage for each
day of the week over a period of
months.
I
months.
I
Usually one does this by examining
the flow records of the sewage plant
or by studying the hourly water-
consumption figures for the city.

27. I
Automatic control of waste discharge
according to sewage flow involves
placing
a metering device that registers the
amount of flow at the most convenient
main sewer connection.
I
This device translates the rate of flow in
the sewer to a recorder located
near the
the sewer to a recorder located
near the
plant’s holding tank. The pen on the
recorder actuates either a mechanical
(gear) or a pneumatic (air) control
system for opening or closing the
diaphragm of the pump.

28. I
There are, of course, many variations of
automatic flow-control systems. Although
their initial cost is higher than that of
manual control, they will usually return
the investment many times by the
savings in labor costs.

30. Objective Questions
1. ________________ is a method of
retaining waste in a basin so that
the effluent discharged is fairly
uniform in its water quality
characteristics . characteristics .
2. For better mixing of wastewater,
_____is sometimes injected into
equalization basins .

31. 3.The objective of The objective of
__________________ __________________ in sewers is
to keep constant the percentage of
industrial wastes to domestic
sewage flow entering the municipal
sewage plant.
4. In case of proportioning, ________
control is lower in initial cost but less
accurate.
5. In equalization, ____________
agitation eliminates most of the need for baffles

32. Theory Questions
Q1. Write Short notes on
i. Equalization
ii. Proportioning
Q2. Explain in detail ‘Equalization Q2. Explain in detail ‘Equalization
and Proportioning’.
Q3. Explain the terms
1. In-line Equalization
2. Side line Equalization