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GOVERNMENT COLLEGE OF ENGG.
JALGAON
seminar
on:
Reuse of textile sludge in concret
PRESENTED BY-MOHAMMAD MUJTABA
Content
 Objectives of Project
 Introduction
 Characterization of sludge
 Process
 Scope of Work
.
Introduction
 Textile industry is one of the oldest and second
largest industries in India.
 Maharashtra state also has number of textile
industries in cities like JaLgoan & Faizpur.
 Jargon have Raymond industries and many
small scale & large scale textile units located in
and around jalgaon.
 During manufacturing of clothes and other
textile products, huge quantity of water is
required for various operations such as dyeing,
washing etc.
.
 Smaller units can not afford treatment
plant, therefore waste being disposed in
nallah without treatment.
 No further biological treatment can be
given so it is disposal in Landfills as a
ultimate disposal option.
 Textile waste water can be treated by
Effluent Treatment Process(ETP).
.
Objectives of Project
 To reuse textile mill sludge in Concrete, So that to
increase bulk usage of sludge in concrete by
protecting the environment.
 The main reason behind the reuse of sludge is
Save the soil pollution and Save the Planet for our
future generation.
 Growing need to find suitable alternatives for sludge
management.
How sludge is produced from
Textile mill wastewater
Influent
Waste
Water
Acid Alum
Ferric chloride
lime
Polyelectrolyte
Equalizatio
n
Tank
Neutra
lization
Tank
Clarifie
r PST
Aeration
Tank
SST
Sludge drying
Beds
EFFLUENT TREATMENT PLANT
.
Collection of Dried Sludge
from Textile Mill
Characterization of Textile Sludge For:
1Physical Properties 2Chemical Properties
Reuse Options of Textile
Mill Sludge
Adsorbent Building Material Coagulant
Burnt Clay Brick by
using Sludge
Use of Sludge in
Concrete Replacing
Sand
Checking
Compressive
Strength
Conclusion for Bulk Usage
of Sludge
.
Characterization of sludge:
Physical and Chemical parameters of Textile Mill
Sludge
Sr. No. Parameter Value
1 Specific Gravity 1.2-1.5
2 Dry density 1200-1500 kg/m3
3 pH (1:5 sludge suspension) 6.46
4 EC (25oC) 11.93 mS
.
Textile ETP Sludge
PROCESS
 COLLECTION FROM EFFILUENT
TRETMENT PLANT
 SLUDGE IS DRIED
 SIEVED TO REMOVE DUST
 MIXING PROPORTION IS 4% ,8%
,12%
.
 Then the sludge was mixed along with
the cement concrete and mortar
 The sludge was found to have very
high concentration of pollutants like
sulfate, chloride, color etc.,
.
Test to be performed
 Workability test
 1.Slump test
 2. Compacting factor test
 Compressive test
 Soundness test
 Setting time
N.K.O.C.E.T, SOLAPUR.
Advantages
 No leaching
 Low cost housing
 Land pollution can be reduced
 Minimum Land acquisition
 No effect on human health coz sludge having
chemical nature.
 Ground water pollution will be minimum
 Sludge can be available in free of cost.
 The Sludge Use in Brick Manufacturing
.
DISADVANTAGES
 The use of textile ETP sludge in
reinforced cement concrete will
corrode the reinforcements due to its
corrosive properties
 There is a little transportation problem.
 Unburnt Textile Waste is not suitable
for concrete production
N.K.O.C.E.T, SOLAPUR.
Future Scope of Work
 Clothing & textile recycling reduces
the need for landfill space.
 Clothing & textile recycling reduces
pressure on virgin resources
 Clothing & textile recycling saves
Energy and Reduces Pollution.
 Clothing & textile recycling reduces
the demand for dyes and fixing agents.
.
 As textile mill sludge contains organic
matter, it can be turned in to sludge ash by
igniting it to 800 c for two hour. This sludge
ash can be used in concrete.
.
Conclusion
 Textile mill sludge can be successfully
used as building material by adding it in
M20, M25 and M30 grades of concrete up
to 32% ultimate comprising on
compressive strength.
 Workability of concrete goes on reducing
as percentage of sludge increases.
 For all grades considered that 28 days
average compressive strength fall down
with sludge percentage beyond 32%.
.
Reference
 “Waste textile sludge Treatment” - by
M.N. Rao and A.K.Datta.
 Krishnan S.M., and Giridev
V.R.(2010)-“Utilization of Textile
Effluent Waste Sludge in Brick
Production
N.K.O.C.E.T, SOLAPUR.
Thank
You

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Reuse of textile sluge in concrete

  • 1. GOVERNMENT COLLEGE OF ENGG. JALGAON seminar on: Reuse of textile sludge in concret PRESENTED BY-MOHAMMAD MUJTABA
  • 2. Content  Objectives of Project  Introduction  Characterization of sludge  Process  Scope of Work .
  • 3. Introduction  Textile industry is one of the oldest and second largest industries in India.  Maharashtra state also has number of textile industries in cities like JaLgoan & Faizpur.  Jargon have Raymond industries and many small scale & large scale textile units located in and around jalgaon.  During manufacturing of clothes and other textile products, huge quantity of water is required for various operations such as dyeing, washing etc. .
  • 4.  Smaller units can not afford treatment plant, therefore waste being disposed in nallah without treatment.  No further biological treatment can be given so it is disposal in Landfills as a ultimate disposal option.  Textile waste water can be treated by Effluent Treatment Process(ETP). .
  • 5. Objectives of Project  To reuse textile mill sludge in Concrete, So that to increase bulk usage of sludge in concrete by protecting the environment.  The main reason behind the reuse of sludge is Save the soil pollution and Save the Planet for our future generation.  Growing need to find suitable alternatives for sludge management.
  • 6. How sludge is produced from Textile mill wastewater Influent Waste Water Acid Alum Ferric chloride lime Polyelectrolyte Equalizatio n Tank Neutra lization Tank Clarifie r PST Aeration Tank SST Sludge drying Beds EFFLUENT TREATMENT PLANT .
  • 7. Collection of Dried Sludge from Textile Mill Characterization of Textile Sludge For: 1Physical Properties 2Chemical Properties Reuse Options of Textile Mill Sludge Adsorbent Building Material Coagulant Burnt Clay Brick by using Sludge Use of Sludge in Concrete Replacing Sand Checking Compressive Strength Conclusion for Bulk Usage of Sludge .
  • 8. Characterization of sludge: Physical and Chemical parameters of Textile Mill Sludge Sr. No. Parameter Value 1 Specific Gravity 1.2-1.5 2 Dry density 1200-1500 kg/m3 3 pH (1:5 sludge suspension) 6.46 4 EC (25oC) 11.93 mS .
  • 9. Textile ETP Sludge PROCESS  COLLECTION FROM EFFILUENT TRETMENT PLANT  SLUDGE IS DRIED  SIEVED TO REMOVE DUST  MIXING PROPORTION IS 4% ,8% ,12% .
  • 10.  Then the sludge was mixed along with the cement concrete and mortar  The sludge was found to have very high concentration of pollutants like sulfate, chloride, color etc., .
  • 11. Test to be performed  Workability test  1.Slump test  2. Compacting factor test  Compressive test  Soundness test  Setting time N.K.O.C.E.T, SOLAPUR.
  • 12. Advantages  No leaching  Low cost housing  Land pollution can be reduced  Minimum Land acquisition  No effect on human health coz sludge having chemical nature.  Ground water pollution will be minimum  Sludge can be available in free of cost.  The Sludge Use in Brick Manufacturing .
  • 13. DISADVANTAGES  The use of textile ETP sludge in reinforced cement concrete will corrode the reinforcements due to its corrosive properties  There is a little transportation problem.  Unburnt Textile Waste is not suitable for concrete production N.K.O.C.E.T, SOLAPUR.
  • 14. Future Scope of Work  Clothing & textile recycling reduces the need for landfill space.  Clothing & textile recycling reduces pressure on virgin resources  Clothing & textile recycling saves Energy and Reduces Pollution.  Clothing & textile recycling reduces the demand for dyes and fixing agents. .
  • 15.  As textile mill sludge contains organic matter, it can be turned in to sludge ash by igniting it to 800 c for two hour. This sludge ash can be used in concrete. .
  • 16. Conclusion  Textile mill sludge can be successfully used as building material by adding it in M20, M25 and M30 grades of concrete up to 32% ultimate comprising on compressive strength.  Workability of concrete goes on reducing as percentage of sludge increases.  For all grades considered that 28 days average compressive strength fall down with sludge percentage beyond 32%. .
  • 17. Reference  “Waste textile sludge Treatment” - by M.N. Rao and A.K.Datta.  Krishnan S.M., and Giridev V.R.(2010)-“Utilization of Textile Effluent Waste Sludge in Brick Production N.K.O.C.E.T, SOLAPUR.