equalization process in industries

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    Industrial and Hazardous

    Waste Management

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    Treatment Technologies for IndustrialWastewater

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    Selection of the Wastewater TreatmenProcess

    1. The selection of a wastewater treatment process or acombination of processes depends upon;

    The characteristics of the wastewater The form of the pollutant i.e. Suspended, colloidal, dissolved The biodegradability, and The toxicity of the organic and inorganic components2. The required effluent quality

    3. The cost and availability of land for any given wastewatertreatment problems One or more possible solutions Perform cost analysis of each one-to find the most cost

    effective

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    Pre-Treatment

    Coagulationand

    Precipitation

    Equalization Neutralization

    Flotation

    Sedimentation

    FiltrationSpill Basin

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    Equalization

    Equalization is the operation aimed at eliminating or

    minimizing the problems associated with fluctuations in

    wastewater flow and characteristics.

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    Purpose of Equalization Basin for Industrialtreatment facilities:

    To minimize fluctuations in flow rate to thetreatment plant.

    To provide reduction of organic fluctuations in orderto prevent shock loading of biological systems.

    Reduce fluctuations in wastewater pH . To minimize chemical requirements necessary for

    neutralization. To minimize flow surges to physical-chemical

    treatment systems and permit chemical feed rates

    compatible with feeding equipment.

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    Purpose of Equalization Basin for Industrialtreatment facilities:

    To provide continuous feed to biological systems overperiods when the manufacturing plant is notoperating.

    To provide capacity for controlled discharge ofwastes to municipal systems in order to distributewaste loads more evenly.

    To prevent high concentration of toxic materials fromentering the biological treatment plant .

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    Classification of Equalization Operations

    Flow Equalization (elimination or dampening ofwastewater flow variations)

    Concentration Equalization (dampening ofconcentration fluctuations in wastewater)

    Flow and Concentration Equalization

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    Classification of Equalization Operations

    Equalization may be either online or offline as shownin figure below:

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    Equalization

    Mixing To ensure adequate equalization and to prevent

    settleable solids from depositing in the basin Reduction in BOD may be achieved through mixing and

    aerationMethods Distribution of inlet flow and baffling Turbine mixing

    Diffused air aeration Mechanical aeration Submerged mixers

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    Flow Equalization

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    Flow EqualizationPrinciple Design Parameter: Size and type of basin varies with quantity of waste

    and the variability of the wastewater stream

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    Flow Equalization

    Design Consideration

    Q in Q out

    Q in= Q out

    Constant Volume

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    Flow Equalization

    Design Consideration

    Q in Q out

    Q in= VariableQ out = Constant

    Variable Volume

    High le vel

    Low level

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    Flow Equalization

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    Equalization

    Design Consideration The equalization basin may be sized to restrict the

    discharge to its maximum concentration

    commensurate with the maximum permissibledischarge from subsequent units.

    Example, If the maximum effluent from an activatedsludge unit is 50 mg/l BOD5.the maximum effluentfrom the equalization basin may be computes andthereby provide a basis for sizing the unit.

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    Steps for Finding Capacity of Equalization Basin(Concentration Equalization )

    1. Calculate the Wastewater volumes entering theequalization tank during each time interval

    2. Calculate Wastewater volumes pumping out from theequalization tank

    3. Calculate cumulative influent volume4. Calculate the change in storage during each interval.5. Calculate the cumulative change in storage from a

    interval where tank is near to empty6. The effect of flow equalization of BOD mass loading

    rate:7. The necessary computations will start from the interval

    when the tank is empty.

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    Concentration Equalization

    Q inBOD in

    V start

    BOD start

    V endBOD end

    Q outBOD out

    Mass- Balance: Input = Output(Q in * BOD in) +(V start * BOD start )= (Q out * BOD out ) +(V end * BOD end )

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    Concentration Equalization

    Numerical