Textile Dye effluent declorizing

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Microbion- Texdecol Microbion- Texdecol Decolorizing Textile Dyeing Decolorizing Textile Dyeing effluent effluent An innovative Solution An innovative Solution

description

An optimized biological process of decolorizing effluents and wastewater/waste streams in dye and allied industries using a synergistic microbial consortium

Transcript of Textile Dye effluent declorizing

Page 1: Textile Dye effluent declorizing

Microbion- Texdecol Microbion- Texdecol

Decolorizing Textile Dyeing effluentDecolorizing Textile Dyeing effluent

An innovative SolutionAn innovative Solution

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AAn optimized biological process of n optimized biological process of decolorizing effluents and decolorizing effluents and wastewater/waste streams in dye and wastewater/waste streams in dye and allied industries using a synergistic allied industries using a synergistic microbial consortiummicrobial consortium

Microbion – TEXDECOLMicrobion – TEXDECOL

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PREAMBLEPREAMBLE

Dye effluents and waste streams/ wastewaters are generally Dye effluents and waste streams/ wastewaters are generally obtained as a result of manufacturing processes for the obtained as a result of manufacturing processes for the preparation of textiles/fabrics in a wide extent. The waste preparation of textiles/fabrics in a wide extent. The waste streams include varying organic and inorganic materials streams include varying organic and inorganic materials rendering to be unsuitable for reuse and undesirable for release rendering to be unsuitable for reuse and undesirable for release into the biosphere. Wastewater containing dyes presents a into the biosphere. Wastewater containing dyes presents a serious environmental problem due to its high toxicity which serious environmental problem due to its high toxicity which leads to ground water and surface water pollution. Therefore the leads to ground water and surface water pollution. Therefore the removal of the high stable dyes from the textile effluents is of removal of the high stable dyes from the textile effluents is of prime importance.prime importance.

Such dye effluents and wastewaters are characterized by their Such dye effluents and wastewaters are characterized by their intense color, high chemical oxygen demand (COD), salinity and intense color, high chemical oxygen demand (COD), salinity and fluctuating pH which tend to various environmental and fluctuating pH which tend to various environmental and pollution problems when discharged untreatedpollution problems when discharged untreated

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Conventional treatment processConventional treatment process Physico –chemical treatment + BiologicalPhysico –chemical treatment + Biological

High chemical sludgeHigh chemical sludge Not eco friendlyNot eco friendly Low BOD, Low CODLow BOD, Low COD No significant colour reduction. No significant colour reduction. Down stream RO process deficiency.Down stream RO process deficiency.

Chemical oxidation process: Chemical oxidation process: Ozone treatment, Activated carbon filtration, Resin filtersOzone treatment, Activated carbon filtration, Resin filters High cost CAPEX. OPEX High cost CAPEX. OPEX Not suitable for all dyes. Not suitable for all dyes.

The above mentioned are obvious opportunities and challenges for The above mentioned are obvious opportunities and challenges for biological treatment methods to offer viable alternatives in biological treatment methods to offer viable alternatives in treating dye-containing wastewatertreating dye-containing wastewater

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Microbion –Texdecol solutionMicrobion –Texdecol solutionBiological treatment- Biological treatment-

100% colour removal, 100% colour removal, Low COD, Low BODLow COD, Low BOD efficient down stream RO operationefficient down stream RO operation Very cost effectiveVery cost effective No chemical sludgeNo chemical sludge

low biological sludgelow biological sludge

Microbion –Texdecol a consortium of special decolorizing Microbion –Texdecol a consortium of special decolorizing microbes reduces color of textile dyeing effluent, degrading the microbes reduces color of textile dyeing effluent, degrading the dyestuff present along with other organic compounds bringing dyestuff present along with other organic compounds bringing down COD and color. 80-85% color reduced in aerobic biological down COD and color. 80-85% color reduced in aerobic biological system followed by an organic coagulant to reduce color further. system followed by an organic coagulant to reduce color further. Totally decolorized water is taken for down stream process. Totally decolorized water is taken for down stream process.

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Treatment Technologies- Flow chartTreatment Technologies- Flow chartTextile decolourizationExisting Tehnology: Chemo biological

Wash water Chemical Treat Biological Reverse osmosis

To process Sludge

Evaporation

Effluent from Process

Settling

Dye Bath Evaporation

Reject Water

Overflow

Our Technology: Microbion -Texdecol

Wash water

Biological Reverse osmosis

To process Sludge

Effluent from Process Settling

Dye Bath Evaporation

Reject Water

Overflow

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Microbion Texdecol –Solution @workMicrobion Texdecol –Solution @workMicrobion Texdecol solution is successfully implemented in a 5 MLD common effluent treatment plant at Dodaballapur Bangalore.

Equalization Tank

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Aeration Tank during addition of TEXDECOL

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Aeration Tank after addition of TEXDECOL

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Secondary Clarifier

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Treated Water Collection Tank

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Sample at Lab Test

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Advantages – A ComparisonAdvantages – A Comparison ParametersParameters ConventionalConventional

ChemobilogicalChemobilogicalMicrobion Tex decolMicrobion Tex decol

Treatment ProcessTreatment Process Chemical precipitation for color Chemical precipitation for color removal. Hazardous sludge removal. Hazardous sludge

producedproduced

No Primary Treatment No Primary Treatment required. Chemical sludge is required. Chemical sludge is

100% eliminated.100% eliminated.Primary TreatmentPrimary Treatment

Biological Biological TreatmentTreatment

For organic removal COD, BOD. For organic removal COD, BOD. No special microorganisms for No special microorganisms for Colour removal. Produces bio Colour removal. Produces bio

sludgesludge

Special decolorizing microbes. Special decolorizing microbes. 60-70% less bio sludge 60-70% less bio sludge

productionproduction

Water RecyclingWater Recycling Series of filtration and Reverse Series of filtration and Reverse osmosis. Good quality water osmosis. Good quality water

(Pre treatment) is a necessity for (Pre treatment) is a necessity for RO feed. Quality and quantity RO feed. Quality and quantity

depends on input. Present depends on input. Present practice of chemical treatment practice of chemical treatment contributes to inorganic load, contributes to inorganic load, reduces RO performance over reduces RO performance over

the yearsthe years

Series of filtration and Reverse Series of filtration and Reverse osmosis. Reduces inorganic osmosis. Reduces inorganic load on membrane process. load on membrane process. Membrane out put increases Membrane out put increases by 5%. Increased output in by 5%. Increased output in recycling of water. Down recycling of water. Down

time reductiontime reduction

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Reject waterReject water Mechanical evaporators, turbo Mechanical evaporators, turbo mist sprayers, Energy intensive. mist sprayers, Energy intensive.

Not eco friendly. Increases carbon Not eco friendly. Increases carbon foot print. Operational foot print. Operational

inefficiency.inefficiency.

Mechanical evaporators, turbo mist Mechanical evaporators, turbo mist sprayers, Color reduction and no addition sprayers, Color reduction and no addition

of inorganic salts to the RO Feed of inorganic salts to the RO Feed improves reject water handling. improves reject water handling.

Evaporator efficiency increases. Down Evaporator efficiency increases. Down time reducedtime reduced

Water Quality( RO Feed)Water Quality( RO Feed)

pHpH 7.5 – 8.07.5 – 8.0 7.5 – 8.0 7.5 – 8.0

ColorColor 600 units600 units < 100 units< 100 units

CODCOD 300-350 ppm300-350 ppm < 200 ppm< 200 ppm

TDSTDS 5000- 10000 (depends on Input)5000- 10000 (depends on Input) 5000- 10000(depends on input)5000- 10000(depends on input)

Water Water ConservationConservation

70% 70% 80%80%

CAPEXCAPEX1000 Kl/Day1000 Kl/Day

4.5 crores4.5 crores 4 crores4 crores

OPEX OPEX 1000 Kl/Day1000 Kl/Day

Rs. 55/- per KlRs. 55/- per Kl Rs. 35/- per KlRs. 35/- per Kl

Cost of LabourCost of Labour Rs. 7/- per KlRs. 7/- per Kl Rs. 7/- per KlRs. 7/- per KlBenefits: Meeting TNPCB standards, increased out put in RO, evaporator out put increases, No additional capital investment in existing plants.

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