intro treatment

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Factors for selection of a treatment process Factors for selection of a treatment process Introduction in Water Treatment Introduction in Water Treatment 1. Characteristics of the wastewater - Form of pollutants suspension colloidal dissolved - Biodegradability - Toxicity of the components

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Intro Treatment

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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

  • 2. Required effluent quality

    3. Cost

    4. Availability of treatment devices and area

    (land)

    5. Consideration for future use

  • Water treatment process

    Pre- and

    Primary

    treatment

    Secondary

    Treatment

    Tertiary

    treatmentrunoff

    Effluent

  • Mechanical Treatment

    Physical Treatment

    Chemical Treatment

    Biological Treatment

    Types of Water Treatment

    Pretreatment & Primary

    treatment

    Secondary & Tertiary

    treatment

  • 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

  • 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

  • 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

  • Pretreatment & Primary treatment technologies

    Oil

    separation

    Equalization NeutralizationCoagulation

    and

    precipitation

    Flotation

    Sedimentation

    FiltrationSpill

    basin

    Source

    control

  • 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

  • 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.

  • 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.

  • 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)

  • 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

  • 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.

  • aa

    b

    b

    a empty basin

    b full basin

  • Application of flow equalization in the process

    in-line

    equalization

    off-line

    equalization

  • 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.

  • 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.