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WELCOME TO
OUR
PRESENTATION
6th Semester
Department ofTextile Engineering
Presentation Topic:
ETP- Textile Effluent Treatment Process
▪ NORTHERN UNIVERSITY
BANGLADESH
Created by :
Jamilur Rahman Efaz (30190300566)
Suboara Rahman Piya (30190300575)
Golam Rabbi (30190300568)
1.What are the Effluents ?
▪
Effluent is any liquid waste (other than surface
water and domestic sewage) that is discharged as a
bi-product of their production.
2.WHAT IS AN EFFLUENT TREATMENT PLANT?
▪ EffluentTreatment Plant or ETP is one type of waste water
treatment method which is particularly designed to purify
industrial waste water for its reuse and it’s aim is to release safe
water to environment from the harmful effect caused by the
effluent.
EffluentTreatment Plant
3.Introduction
▪ In textile mills mainly, the waste water discharge is the effluent which
contains :
▪ Organic matter
▪ Inorganic matter
▪ Dissolved solids
▪ Suspended solids
▪ Dyes
▪ Chemicals & Auxiliaries
▪ Metal Toxicants
4.Differences
Raw Effluent samples Treated Effluent samples
5.Sources of Effluent
▪ A)Scouring Process
B)Bleaching Process
C)Dyeing and Printing Process
D)Finishing Process .
6.Estimated degree of fixation for
different dye-fiber combinations
7.Classification of textile wastes
▪ Hard to treat
- Colours, Metals, Phenol
▪ Toxic organic compounds
▪ Phosphates
▪ Non-biodegradable surfactants
▪ Hazardous or toxic
▪ Dispersible
8.Stages of Effluent treatment process
▪ Primary
▪ Removes identifiable suspended solids and floating materials.
▪ Secondary
▫Also known as biological treatment.
▫ Removes organic matter that is in soluble form or colloidal form.
▪ Tertiary
▫ Removes sodium and chlorides ions.
▫ Removes additional suspended solids including algae, fungal bacteria.
9.Diagram for the treatment
of dyeing effluents
10.Treatment stages
PrimaryTreatment
Screening
Sedimentation
Equalization
Neutralization
Coagulation
SecondaryTreatment
Aerated Lagoon
Trickling filtration
Activated sludge
process
Oxidation-Ditch &
Pond
Anaerobic digestion
TertiaryTreatment
Evaporation
Reverse Osmosis
Dialysis
Ion Exchange
Chemical precipitation
Removal by algae
*Screening : Coarse suspended matters such as rags, pieces of fabric,
fibres, yarns and lint are removed. Bar screens and mechanically cleaned fine
screens remove most of the fibres.
* Sedimentation:
•This process is particularly useful for treatment of wastes containing high
percentage of settable solids or when the waste is subjected to combined
treatment with sewage.
•The sedimentation tanks are designed to enable smaller and lighter particles
to settle under gravity.
* Equalization: These effluent streams are segregated and stored in
separate tanks, and this liquid effluent may be dosed at regular and uniform
rate which is known as equalization.This process is carried out to equalize the
pH.
Screening Equalization
* Neutralization:• Neutralization helps in maintaining the pH
range of 6-9.
▪ • Mercerizing discharges are highly alkaline liquors, and carbonizing
discharges are highly acidic nature. Diluted by adding of H2SO4 or
CO2 or flue gas.
* Chemical Coagulation:•To remove colour, suspended solids,
colloidal particles, the effluents are treated with coagulants like
Alum, Ferrous Sulphate, Ferric Chloride, Sodium Aluminate and
activated Silica in a clariflocculator.
• Acids such as polyelectrolytes are used along with coagulants to
improve coagulation. Sludge is separated and dried on sand beds.
Treated effluent is subjected to secondary treatment.
11.Secondary Treatment
▪ * Activated Sludge Process : • Here the effluent is continuously
exposed and subjected to biological degradation carried out by
‘Microbial Floc’ suspended in reaction tank into which oxygen is
introduced by mechanical means.The effluent from this tank is
allowed to settle and a portion is recycled.
*Trickling filtration : • Effective aerobic biological oxidation
method widely used.The effluent is sprinkled over a bed of broken
stones. Bacterial slimes formed on the stones oxidizes Organic
matter during the passage. Effluent is finally settled and discharged.
12.Comparison of trickling filters with
activated sludge systems.
Trickling Filters
a)Bacterial growth is fixed on the
media.
b) All solids from the settler are
wasted.
c) Less sensitive to shock loading
- more stable.
d) Produce insects and odors.
c) Less effective in removing
disease causing organisms.
e) Low operating costs.
Activated sludge systems
1. Bacterial growth is suspended
as a dispersed floc.
2. Solids from the settler are
partially recycled.
3. More sensitive to shock
loadings, require closer process
control.
4. Produce spray clouds.
5. More effective in removing
pathogens than trickling filters.
6. High operating costs.
13.Sequence of Operation for Sludge
Treatment
14.Tertiary Treatments
▪ *Evaporation : • It is a simple process of boiling the waste and
vaporizing the waste water.This process is useful only when the
recovered water and solids are re-used and recycled.
•Various fuel systems like coal, wood, use of stem are employed for
evaporating these effluents.
*Dialysis : •This is a method of separating solutes from the solution
based on the difference in the rates of diffusion.
•This process is mainly used for recovering NaOH from mercerizing
and H2SO4 from carbonizing.
*Removal by algae : •This process is much similar to oxidation
ponds. Algae requires Potassium,Calcium and magnesium.Traces of
Manganese cobalt and Copper are required.
15.Textile Effluents
▪ d
Carding Combing Sizing Weaving
Spinning
Grey cloth
Desizing
Scouring
Bleaching
Dyeing
Finished goods
Finishing
Drawing
Printing Mercerizing
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
The Processes carried out in a textile mill
16.Dyes in wastewater
▪ • Reduces the depth of penetration of sunlight - decreases photosynthetic
activity and dissolved oxygen.
▪ • dyeing cotton with reactive dyes are highly polluted and have high
BOD/COD, coloration, and salt load.
▪ • Marrot and Roche Review :
1)Physical methods include precipitation (coagulation, flocculation,
sedimentation)
2) Adsorption (on activated carbon, biological sludges)
3) Filtration (Micro filtration, Nano filtration)
4) Membrane processes (osmosis and reverse osmosis)
A flow diagram for treatment of cotton
textile mill waste
Analysis of Process Waste water of
Textile Mills
Recommendations for effluent management
in textile industries
▪ •The multiple effect evaporation with crystallizer has been installed
for recovery glauber salt.
▪ • Reverse osmosis membrane filtration can produce colourless
treated effluent with dissolved solids as low as 196 mg/l and zero
hardness.
▪ • Recycling and reuse of the treated effluent directly conserve natural
resources and a step towards sustainable development.
▪ • Low polluting stream contains nominal dissolved solids so that it
meets quality requirement for its reuse or disposal after treatment.
Recommendations for effluent management
in textile industries
▪ • For effective effluent management as follows:
1)The highly polluting effluent stream can be segregated and treated
separately.This stream has low volume and as such, it can be disposed of
through solar evaporation pond where adequate land is available.
2)The other low polluting streams can be given primary/secondary/tertiary
treatment to meet the disposal standards or for use in industry for
appropriate operations.
3) Dye bath effluent is to be treated using a nano filtration system and wash
water can be treated separately in primary/secondary/tertiary treatment to
meet the disposal standards or for reuse. It can also be treated with reverse
osmosis system to recover and recycle water.
4)The reject stream of reverse osmosis can be disposed of through solar
evaporation ponds or other evaporation system.
References
▪ • CottonTextile Processing: Waste Generation and
Effluent Treatment
The Journal of Cotton Science 11:141–153 (2007)
▪ • Advanced Methods forTreatment ofTextile Industry
Effluents
Resource recycling series RERES /7/2007
Thank You

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Textile Effluent Process

  • 2. Presentation Topic: ETP- Textile Effluent Treatment Process ▪ NORTHERN UNIVERSITY BANGLADESH Created by : Jamilur Rahman Efaz (30190300566) Suboara Rahman Piya (30190300575) Golam Rabbi (30190300568)
  • 3. 1.What are the Effluents ? ▪ Effluent is any liquid waste (other than surface water and domestic sewage) that is discharged as a bi-product of their production.
  • 4. 2.WHAT IS AN EFFLUENT TREATMENT PLANT? ▪ EffluentTreatment Plant or ETP is one type of waste water treatment method which is particularly designed to purify industrial waste water for its reuse and it’s aim is to release safe water to environment from the harmful effect caused by the effluent. EffluentTreatment Plant
  • 5. 3.Introduction ▪ In textile mills mainly, the waste water discharge is the effluent which contains : ▪ Organic matter ▪ Inorganic matter ▪ Dissolved solids ▪ Suspended solids ▪ Dyes ▪ Chemicals & Auxiliaries ▪ Metal Toxicants
  • 6. 4.Differences Raw Effluent samples Treated Effluent samples
  • 7. 5.Sources of Effluent ▪ A)Scouring Process B)Bleaching Process C)Dyeing and Printing Process D)Finishing Process .
  • 8. 6.Estimated degree of fixation for different dye-fiber combinations
  • 9. 7.Classification of textile wastes ▪ Hard to treat - Colours, Metals, Phenol ▪ Toxic organic compounds ▪ Phosphates ▪ Non-biodegradable surfactants ▪ Hazardous or toxic ▪ Dispersible
  • 10. 8.Stages of Effluent treatment process ▪ Primary ▪ Removes identifiable suspended solids and floating materials. ▪ Secondary ▫Also known as biological treatment. ▫ Removes organic matter that is in soluble form or colloidal form. ▪ Tertiary ▫ Removes sodium and chlorides ions. ▫ Removes additional suspended solids including algae, fungal bacteria.
  • 11. 9.Diagram for the treatment of dyeing effluents
  • 12. 10.Treatment stages PrimaryTreatment Screening Sedimentation Equalization Neutralization Coagulation SecondaryTreatment Aerated Lagoon Trickling filtration Activated sludge process Oxidation-Ditch & Pond Anaerobic digestion TertiaryTreatment Evaporation Reverse Osmosis Dialysis Ion Exchange Chemical precipitation Removal by algae
  • 13. *Screening : Coarse suspended matters such as rags, pieces of fabric, fibres, yarns and lint are removed. Bar screens and mechanically cleaned fine screens remove most of the fibres. * Sedimentation: •This process is particularly useful for treatment of wastes containing high percentage of settable solids or when the waste is subjected to combined treatment with sewage. •The sedimentation tanks are designed to enable smaller and lighter particles to settle under gravity. * Equalization: These effluent streams are segregated and stored in separate tanks, and this liquid effluent may be dosed at regular and uniform rate which is known as equalization.This process is carried out to equalize the pH.
  • 15. * Neutralization:• Neutralization helps in maintaining the pH range of 6-9. ▪ • Mercerizing discharges are highly alkaline liquors, and carbonizing discharges are highly acidic nature. Diluted by adding of H2SO4 or CO2 or flue gas. * Chemical Coagulation:•To remove colour, suspended solids, colloidal particles, the effluents are treated with coagulants like Alum, Ferrous Sulphate, Ferric Chloride, Sodium Aluminate and activated Silica in a clariflocculator. • Acids such as polyelectrolytes are used along with coagulants to improve coagulation. Sludge is separated and dried on sand beds. Treated effluent is subjected to secondary treatment.
  • 16. 11.Secondary Treatment ▪ * Activated Sludge Process : • Here the effluent is continuously exposed and subjected to biological degradation carried out by ‘Microbial Floc’ suspended in reaction tank into which oxygen is introduced by mechanical means.The effluent from this tank is allowed to settle and a portion is recycled. *Trickling filtration : • Effective aerobic biological oxidation method widely used.The effluent is sprinkled over a bed of broken stones. Bacterial slimes formed on the stones oxidizes Organic matter during the passage. Effluent is finally settled and discharged.
  • 17. 12.Comparison of trickling filters with activated sludge systems. Trickling Filters a)Bacterial growth is fixed on the media. b) All solids from the settler are wasted. c) Less sensitive to shock loading - more stable. d) Produce insects and odors. c) Less effective in removing disease causing organisms. e) Low operating costs. Activated sludge systems 1. Bacterial growth is suspended as a dispersed floc. 2. Solids from the settler are partially recycled. 3. More sensitive to shock loadings, require closer process control. 4. Produce spray clouds. 5. More effective in removing pathogens than trickling filters. 6. High operating costs.
  • 18. 13.Sequence of Operation for Sludge Treatment
  • 19. 14.Tertiary Treatments ▪ *Evaporation : • It is a simple process of boiling the waste and vaporizing the waste water.This process is useful only when the recovered water and solids are re-used and recycled. •Various fuel systems like coal, wood, use of stem are employed for evaporating these effluents. *Dialysis : •This is a method of separating solutes from the solution based on the difference in the rates of diffusion. •This process is mainly used for recovering NaOH from mercerizing and H2SO4 from carbonizing. *Removal by algae : •This process is much similar to oxidation ponds. Algae requires Potassium,Calcium and magnesium.Traces of Manganese cobalt and Copper are required.
  • 20. 15.Textile Effluents ▪ d Carding Combing Sizing Weaving Spinning Grey cloth Desizing Scouring Bleaching Dyeing Finished goods Finishing Drawing Printing Mercerizing Effluent Effluent Effluent Effluent Effluent Effluent Effluent The Processes carried out in a textile mill
  • 21. 16.Dyes in wastewater ▪ • Reduces the depth of penetration of sunlight - decreases photosynthetic activity and dissolved oxygen. ▪ • dyeing cotton with reactive dyes are highly polluted and have high BOD/COD, coloration, and salt load. ▪ • Marrot and Roche Review : 1)Physical methods include precipitation (coagulation, flocculation, sedimentation) 2) Adsorption (on activated carbon, biological sludges) 3) Filtration (Micro filtration, Nano filtration) 4) Membrane processes (osmosis and reverse osmosis)
  • 22. A flow diagram for treatment of cotton textile mill waste
  • 23. Analysis of Process Waste water of Textile Mills
  • 24. Recommendations for effluent management in textile industries ▪ •The multiple effect evaporation with crystallizer has been installed for recovery glauber salt. ▪ • Reverse osmosis membrane filtration can produce colourless treated effluent with dissolved solids as low as 196 mg/l and zero hardness. ▪ • Recycling and reuse of the treated effluent directly conserve natural resources and a step towards sustainable development. ▪ • Low polluting stream contains nominal dissolved solids so that it meets quality requirement for its reuse or disposal after treatment.
  • 25. Recommendations for effluent management in textile industries ▪ • For effective effluent management as follows: 1)The highly polluting effluent stream can be segregated and treated separately.This stream has low volume and as such, it can be disposed of through solar evaporation pond where adequate land is available. 2)The other low polluting streams can be given primary/secondary/tertiary treatment to meet the disposal standards or for use in industry for appropriate operations. 3) Dye bath effluent is to be treated using a nano filtration system and wash water can be treated separately in primary/secondary/tertiary treatment to meet the disposal standards or for reuse. It can also be treated with reverse osmosis system to recover and recycle water. 4)The reject stream of reverse osmosis can be disposed of through solar evaporation ponds or other evaporation system.
  • 26. References ▪ • CottonTextile Processing: Waste Generation and Effluent Treatment The Journal of Cotton Science 11:141–153 (2007) ▪ • Advanced Methods forTreatment ofTextile Industry Effluents Resource recycling series RERES /7/2007