intro treatment
DESCRIPTION
Intro TreatmentTRANSCRIPT
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Factors for selection of a treatment processFactors for selection of a treatment process
Introduction in Water TreatmentIntroduction in Water Treatment
1. Characteristics of the wastewater
- Form of pollutants suspension
colloidal
dissolved
- Biodegradability
- Toxicity of the components
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2. Required effluent quality
3. Cost
4. Availability of treatment devices and area
(land)
5. Consideration for future use
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Water treatment process
Pre- and
Primary
treatment
Secondary
Treatment
Tertiary
treatmentrunoff
Effluent
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Mechanical Treatment
Physical Treatment
Chemical Treatment
Biological Treatment
Types of Water Treatment
Pretreatment & Primary
treatment
Secondary & Tertiary
treatment
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PRE- AND PRIMARY TREATMENT
to prepare the wastewater for biological treatment
Purpose Treatment
Screening
Flotation,
Sedimentation
Coagulation
filtration
Remove large solids, grit
Remove oils, grease
and suspended solids
Adjust the pH Neutralization
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SECONDARY TREATMENT
** toxic residues have to be removed prior to
biological treatment **
- Biological degradation of organic compounds
(aerobic / anaerobic)
- Microorganisms and solids will be allowed
to settle
- Recycle of a fraction of sludge
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TERTIARY TREATMENT
to remove specific types of residuals
** all these processes have their place in overall
Wastewater treatment scheme **
- Filtration : removal of suspended or colloidal solids
- Adsorption, chemical oxidation : removal of organics
- Ozonation, chlorination : disinfection
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Pretreatment & Primary treatment technologies
Oil
separation
Equalization NeutralizationCoagulation
and
precipitation
Flotation
Sedimentation
FiltrationSpill
basin
Source
control
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EQUALIZATION
To minimize or control fluctuations in wastewater
characteristics in order to provide optimum conditions
for subsequent treatment process
Purposes of equalization for industrial treatment facilities :
1. To provide adequate dampening of organic fluctuations.
To prevent shock loading of biological systems
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2. To provide adequate pH control or to minimize the
chemical requirements necessary for neutralization.
Purposes of equalization for industrial treatment facilities :
3. To minimize flow surges to physical-chemical treatment
systems and permit chemical feed rates compatible with
feeding equipment.
4. To provide continuous feed to biological systems over
period when the manufacturing plant is not operating.
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5. To provide capacity for controlled discharge of wastes
to municipal systems.
To distribute waste loads more evenly.
6. To prevent high concentrations of toxic materials from
entering the biological treatment process.
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Example Controlled discharge of an industrial wastewater to
a municipal plants.
Cumulative flow
Cumulative
discharge
Maximum
storage
required
Cumulative volume (million gal)
Hours of the day
Municipal
Industrial
Hours of the day
Municipal rate of flow (gal/h)
Industrial rate of flow (gal/h)
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Equalization basin
Example: Submerged mixers most common method
Equalization basin may be
designed with
- a variable volume to provide a
constant effluent flow
or
- constant volume and effluent
flow that varies with influent
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Flow Equalization
- The cumulative flow is plotted versus time over
the equalization period.
- The maximum volume with respect to the constant
Discharge line is the equalization volume required.
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aa
b
b
a empty basin
b full basin
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Application of flow equalization in the process
in-line
equalization
off-line
equalization
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Application of flow equalization in the process
In-line equalization: all the flow passes through the
equalization basin.
Off-line equalization: only the flow above some
predetermined flow limit is diverted into the equalization
Basin.
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References
1. George Tchobanoglous, Franklin L. Burton, H. David Stensel,
Wastewater Engineering: Treatment and Reuse. 4th ed.,
Metcalf & Eddy, Inc.,2003.
2. W. Wesley Eckenfelder, Jr. Industrial water pollution control. 3rd ed.,
McGraw-Hill, 2000.