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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3891
TREATMENT OF TEXTILE WASTE WATER USING MORINGA OLEIFERA
AND TAMARINDUS INDICA
S.Ramesh1, L.Mekala 2
1PG Scholar, Erode Sengunthar Engineering College, Perundurai, Tamilnadu, India
2Assistant Professor, Department of Civil Engineering, Erode Sengunthar Engineering College,
Perundurai, Tamilnadu, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Industrial pollutants are most harmful to the
both environment and mankind. Treatment and disposal of
industrial pollutants seems to be great risk for various
industries due to its high pollutant concentration.Coagulation
and flocculation seems to be most effective pollutantsremoval.
So in my project I would like to bring solution for treating
Textile industrial waste water through natural coagulants
Moringa Oleifera and Tamarindus Indica. Through initial
characterization of waste water is found that it contains high
range of PH, Turbidity, TS, TDS and TSS at a range of 2.79,250
NTU, 7000mg/l, 5750mg/l and 1250mg/l.
In this project, preliminaryinvestigationwascarriedoutfor
the identification of the use of natural coagulant for the
treatment of waste water. The industrial waste water were
treated by coagulation-flocculation and sedimentation using
natural coagulants. The natural coagulants used are Moringa
Oleifera,Tamarindus Indica. The experiments were conducted
at various proportions of dosages of natural coagulant. The
physio-chemical parameters of wastewateraremeasuredafter
the treatment to evaluate the removal efficiency on the major
pollutants of concerned in waste water treatment, such as pH,
Turbidity, Total Dissolved and Suspended Solids. Then, the
experimental studies were carried out to find out the optimum
dosage of natural coagulants (Moringa Oleifera, Tamarindus
Indica).In my project optimum dosage ofMoringaOleiferaand
Tamarindus Indica at 60 ml. The maximum removal efficiency
in Moringa Oleifera than Tamarindus Indica on the major
pollutants of concerned in waste water treatment, such as pH,
Turbidity, TS, Total Dissolved and Suspended Solid.
Key Words: Moringa Oleifera, Tamarindus Indica,
coagulation, flocculation, pH, Turbidity, Total Dissolved
and Suspended Solids
1.INTRODUCTION
India is the world'ssecond major manufacturer of textiles
and garments after china. The textile industry in India is one
of the oldest manufacturing sectors in the country. Textile
industry involves wide range of raw materials, machineries
and processes to trick the required shape and properties of
the final product. The fundamental strength of this industry
flows from its strong production base of a wide range of
fibers/yarns from natural fibers like cotton, jute, silk, and
wool to synthetic/man-made fibers like polyester, viscose,
nylon, and acrylic. With escalating demand for textile
products, textile mills and their wastewater have been
increasing proportionally, causing a major problem of
pollution in the world. Among the many chemicals in textile
wastewater, dyes are considered important pollutants.
Worldwide environmental problems associated with the
textile industry are typically those associated with water
pollution caused by the discharge of untreated effluent and
those because of use of toxic chemicals especially during
processing. The discharge of textile wastewater to the
environment may cause serious and very harmful to the
environment if released without proper treatment. Hence,it
becomes necessary to remove dyes from textile effluents
before discharge to avoid negative environmental impacts.
Textile printing and dyeing processesincludepre-treatment,
dyeing, finishing and other technologies. Pre-treatment
includes desizing, scouring, washing, and other processes.
Dyeing mainly aimsat dissolving the dye in water, whichlbe
transferred to the fabric to produce coloured fabric under
certain conditions. Printing is a branch of dyeing which
generally is defined as localized dyeing i.e. dyeing that is
confirmed to a certain portion of the fabric that constitutes
the design. It is really a form of dyeing in which the essential
reactions involved are the same as those in dyeing.
Discharged wastewater by some industries under
controlled and unsuitable conditions is causing significant
environmental problems. The importance of the pollution
control and treatment is undoubtedly the key factor in the
human future. High values of COD and BOD, presence of
particulate matter and sediments, and oil and grease in the
effluent causes depletion of dissolved oxygen, which has an
adverse effect on the aquatic ecologicalsystem.Effluentfrom
textile millsalso containschromium, which hasacumulative
effect, and higher possibilities for entering into the food
chain. Due to the usage of dyes and chemicals effluents are
dark in colour, which increases the turbidity of water body.
For printing and dyeing wastewater, the first consideration
is the organic pollutants, colour and heavy metal ions.
Recently, as the lack of water the recovery of wastewater
should be considered. So the decolourization of the printing
and dyeing wastewater increased heavily.
So in my project textile waste water is treated by using
natural coagulants such as Moringa Oleifera, Tamarindus
Indica. I wish to do some study and research of natural
coagulantsin the coagulation processof textile waste water.
In our project I am using coagulation processto increase the
efficiency of treatment process. The powdered seed of the
Moringa Oleifera and Tamarindus Indica has coagulating
propertiesthat have been used variousaspects of Turbidity,
PH, Total Dissolved Solids and Total Suspended Solids.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3892
2. TEXTILE WASTE WATER
Water pollution has many sources. The most polluting of
them are the city sewage and industrial waste discharged
into the rivers. Industrial waste is defined as waste
generated by manufacturing all industrial processes. The
textile industry is very water intensive. Water is used for
cleaning the raw material and many flushing steps during
the whole production. Produced waste water has to be
cleaned from fat, oil, colour and other chemicals, which are
used during the several production steps. The cleaning
process is depending on the kind of waste water and also on
the amount of used water.
Nowadays, the extraction of textile dyes from the waste
water in the industry becomes an environmentalworldwide
issue. Water contamination is a big threat of not only for
state of the environment but human body causes some
chronic diseases. By reviewing of effects of textile dyes such
as toxicity and mutagenicity, bacteria and organism
embedded a prologue of the explusion of metals to the
environment. In purposesof dyesremoval, few of processes
can be applicable for the textile waste water treatment.
Names are given below:
 Coagulation
 Flocculation
 Biodegradation
In my project, adopted coagulation- flocculation process
for remove the turbidity, PH, Total Dissolved Solids, Total
Suspended Solids from the textile waste water.
2.1. COAGULATION PROCESS
 Double layer compression
 Charge neutralization
 Entrapment in a precipitate
 Intra particle bridging
Moringa oleifera Family: Moringacae
Range: Native to the Indian sub-continentandnaturalizedin
tropical and sub-tropical areas around the world.
Description: Deciduoustree orshrub,fast-growing,drought
resistant, average height of 12 meters at maturity.
Common Name of Moringa Oleifera: Benzolive,Drumstick
tree, Kelor, Marango, Mlonge, Mulangay, Saijhan and Sajna.
Tamarindus indica
Family: Fabaceae
Range: Indigenous to trobical Afirica, but has been
cultivated for so long on the Indian subcontinent.
Description: Long-lived, medium-growth shurb, drought
resistant, maximum height of 12 to18meters at maturity.
Common Name of Tamarindus Indica: Tamarindo,
Tamon.
3. OBJECTIVES
 To identify the use of natural coagulant for the
treatment of waste water.
 To study the properties of Natural coagulants such
as Moringa Oleifera, Tamarindus Indica.
 To study the physio-chemical parameters of waste
water before and after the treatmentoftextilewaste
water and to evaluate the removal efficiency on the
major pollutants of concerned in waste water
treatment, such as pH, Turbidity, Total Dissolved
and Suspended Solids.
 To study the optimum dosage of natural coagulants
for textile waste water treatment.
4. MATERIALS AND METHODS
Collection of sample water
The sample textile waste water was collected from the
Bala Krishnan Textile Industry in Erode, Tamil nadu, India.
The collected waste water was kept as stock solution in the
refrigerator and the sample used for studies was prepared
by diluting the stock solution for avoiding fault results.
COAGULANTS PREPARATION
Preparation of MO Powder
Moringa oleifera seeds pods are allowed to mature and
dry naturally to a brown colour on the tree. The seeds were
removed from the pods, kept for sun dry, and external shells
were removed. Mature seeds showing no signs of
discoloration, softening, or extreme desiccation were used.
After sun dry, external shellswere removed and seed kernel
were obtained. Using grinder, fine powder achieved from
seed kernel.
Fig.1 Powdered sample of MO
Preparation of Tamarindus Indica powder
The Tamarindus Indica seeds were washed with water to
remove dust and pulp and the clean seeds were dried in the
shade for 24 hours, and then removed the coat by treatment
with the Hydrochloric acid. After that the seeds are
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3893
powdered with the grinder and takesup to 100 gramsof the
powdered natural coagulant.
Fig.2 Powdered Sample of TI
PREPARATION OF SOLUTIONS
Natural coagulants
To prepare solution, 10 gms of Moringa oleifera powder is
taken and made up to 200 ml using distilled water. Likewise
Tamarindus Indica powder of 10gms is taken and 200ml of
distilled water is added.
5. EXPERIMENTAL METHODOLOGY
Jar test
Jar test apparatus all coagulation experiments were carried
out by using a conventional jar test apparatus. Jar test is the
most widely used experimental methods for coagulation-
flocculation. A conventional jar test apparatus was used in
the experiments to coagulate sample turbid water using
natural coagulant. It was carried out as a batch test,
accommodating a series of six beakers together with six-
sample steel paddles. Before operating the jar test, the
sample was mixed homogenously. Then, the samples ought
to be measured for turbidity, for representing an initial
concentration. Coagulants of varying concentrations were
added in the beakers.
 Before going to jar test the water sample of500mlis
filled in the four jars. The natural
 Coagulants of different proportion are added to the
samples.
 A jar test stimulates the coagulation process. In our
project we have to coagulate the sample by slow
 Mixing process. The duration of mixing is 20
minutes.
 After the flocculation processthe sample is tendsto
various tests.
Estimation of optimum coagulant dosage
Take 0.5 liter of sample in four beakers and keep in jar test
apparatus. Switch on the motor and adjust the speed of the
paddles. Add various dose of natural coagulants (i.e.) 10ml,
20ml, 30ml, 40ml to different beakers. Allow flash mix
rapidly for 1minute. Reduce the speed of the paddles and
continue it for 10 minutes. Switch off the motor and allow
the solution to settle for 20 minutes. Measure the amount of
floc produced at the bottom. Draw the graph between
amount of dosage added to the floc produced. From that
notes the ideal dosage of coagulant.
Determination of pH
After coagulation process, the jars are taken out from the jar
test apparatus and allowed to settlement process. The pH is
measured using the pH meter. The coagulated wateristaken
after 20 minutesof settlement. All the samples aretakenand
pH is measured using pH meter and results are given.
Determination of turbidity
Take a sample of water from the water source. Switch onthe
Nephelometricturbidimeter and wait for few minutes till it
warms up. Set the instrument at 100 on the scale with a
40NTUstandard suspension. In this case, every division on
the scale will be equal to 0.4NTU turbidity.Shakethoroughly
the sample and keep it for sometimes to eliminate the air
bubbles. Take samples in Nephelometersampletubeandput
the sample in sample chamber and find out the valuesonthe
scale.
Determination of Total Solids
Total Solids,
TS (mg/l) = mg of solids in the beaker x 1000 / (volume of
sample )
Determination of Dissolved Solids
Total Dissolved Solids,
TDS (mg/l) = mg of solids present in the beaker x 1000/ (
volume of sample)
Determination of Suspended Solids
Total suspended solids,
TSS (mg/l) = TS (mg/l) - TDS (mg/l)
6.RESULTS AND DISCUSSION
Characterization of Textile Waste Water
Table.1:Characterization of Textile Waste Water
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3894
DETERMINATION OF OPTIMUM DOSAGE OF NATURAL
COAGULANT
Determination of Optimum Dosage of MO
The results were plotted in an graph with coagulant dosage
on x- axis and floc produced on y- axis .This plotted graph
was shown in fig 3.
Fig.3 Optimum dose of coagulant MO
From graph,
 MO coagulant vsfloc produced the optimum dosage
of Moringa Oleifera is
 indentified as 60 ml and amount of floc formed
4200mg.
 MO coagulant vsfloc producedtheminimumdosage
of Moringa Oleifera is
 indentified as 10 ml,30ml,70ml and amount of floc
formed 2500mg.
Determination of Optimum Dosage of TI
The results were plotted in an graph with coagulant dosage
on x- axis and floc produced on y- axis .This plotted graph
was shown in Fig 4.
Fig.4 optimum dosage of TI
From graph,
 TI coagulant vs floc produced the optimum dosage
of Tamarindus Indica is indentified as 60 ml and
amount of floc formed 3450mg.
 TI coagulant vs floc produced the minimum dosage
of Tamarindus Indica is indentified as 10 ml and
amount of floc formed 1450mg.
REMOVAL EFFICIENCY OF NATURAL COAGULANTS
Fig. 5 Removal efficiency of natural coagulants
7. CONCLUSIONS
 The use of natural coagulant for the treatment of
waste water and the properties of Natural
coagulants such as Moringa Oleifera and
Tamarindus Indica.
 Preparation of natural coagulant such as Moringa
Oleifera, Tamarindus Indica.
 The physio-chemical parameters of waste water
before and after the treatment of textilewastewater
and to evaluate the removal efficiency on the major
pollutants of concerned in waste water treatment,
such as pH, Turbidity, Total Dissolved and
Suspended Solids are examined.
 The optimum dosage of natural coagulant such as
Moringa Oleifera and Tamarindus Indica are
examined and test results are given.
 From the experimental study 1, it may be concluded
that the amount of sludge removal capacity of the
natural coagulants
 For Moringa oleifera, it reaches its amount
of sludge removal of 4200 mg at optimum
dosage of 60 ml.
 For Tamarindus Indica, it reaches its
amount of sludge removal of 3450 mg at
optimum dosage of 60 ml.
 In my project, MO coagulant removing content 35%
pH, 48%Turbidity, 68%TS, 70%TDS, 57%TSSand
Tamarindus Indica coagulant removing content
32% pH, 32% Turbidity, 47% TS, 48% TDS, 44%
TSS.
 From the experimental study II, it maybeconcluded
that the maximum removal efficiency in moringa
oleifera than Tamarindus Indica on the major
pollutants of concerned in waste water treatment,
such as pH, Turbidity, TS, Total Dissolved and
Suspended Solid.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3895
REFERENCES
[1] Amir Montakhab, Abdul HalimGhazali, MegatJoharib.
MegatMohd. Noor, Thamer Ahmed Mohamed,
Badronnisabt.Yusuf, “Effects of Drying and Salt
Extraction of Moringa Oleifera on itsCoagulationofHigh
Turbidity Water”:
[2] Dalen, M.B., J.S. Pam, A. Izang, and R.Ekele (2009),
Synergy Between Moringa Oleifera Seed Powder and
Alum in the Purification of Domestic Water. Science
World Journal, 4(4):6-11.
[3] Eman N. Ali1*, Suleyman A. Muyibi2, HamzahM.Salleh2,
MohdRamlan M. Salleh2 and MdZahangir Alam2
Moringa Oleifera SeedsAsNatural Coagulant ForWater
Treatment 2009
[4] Lea.M, (2010), Bioremediation of Turbid Surface Water
Using Seed Extract from Moringa oleifera Lam.
(Drumstick) Tree Current Protocols in Microbiology.
[5] Mangale, S.M.,S.G. chonde and P.D.Raut 2012. Use of
moringaoleifera (Drumstick) seed asNaturalAbsorbent
and an Antimicrobial agent forGroundwaterTreatment.
Research Journal of Recent Sciences, 1(3):31-40.
[6] Raveendra,B., &Chaudhri.M, (2005). Home water
treatment by direct filtration with natural coagulation.
Journal of Water and Health, 3(1), 27-30.
[7] Sunita Singh Thakur* and SonalChoubey Assessment of
coagulation efficiency of Moringa oleiferaand Okra for
treatment of turbid water Assessment of coagulation
efficiency of Moringa oleiferaand Okra for treatment of
turbid water 2014.
[8] WHO. 2006. Guidelines for Drinking Water Quality,
Third Edition. Incorporating First Addendum, Vol. 1 .
Recommendations. World Health Organisation, Geneva,
Switzerland. Yin, C.Y.2010. Emerging usage of plant-
based coagulants for water and wastewater treatment.
Process Biochemistry,45(9):1437

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Textile Wastewater Treatment Using Moringa oleifera and Tamarindus indica

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3891 TREATMENT OF TEXTILE WASTE WATER USING MORINGA OLEIFERA AND TAMARINDUS INDICA S.Ramesh1, L.Mekala 2 1PG Scholar, Erode Sengunthar Engineering College, Perundurai, Tamilnadu, India 2Assistant Professor, Department of Civil Engineering, Erode Sengunthar Engineering College, Perundurai, Tamilnadu, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Industrial pollutants are most harmful to the both environment and mankind. Treatment and disposal of industrial pollutants seems to be great risk for various industries due to its high pollutant concentration.Coagulation and flocculation seems to be most effective pollutantsremoval. So in my project I would like to bring solution for treating Textile industrial waste water through natural coagulants Moringa Oleifera and Tamarindus Indica. Through initial characterization of waste water is found that it contains high range of PH, Turbidity, TS, TDS and TSS at a range of 2.79,250 NTU, 7000mg/l, 5750mg/l and 1250mg/l. In this project, preliminaryinvestigationwascarriedoutfor the identification of the use of natural coagulant for the treatment of waste water. The industrial waste water were treated by coagulation-flocculation and sedimentation using natural coagulants. The natural coagulants used are Moringa Oleifera,Tamarindus Indica. The experiments were conducted at various proportions of dosages of natural coagulant. The physio-chemical parameters of wastewateraremeasuredafter the treatment to evaluate the removal efficiency on the major pollutants of concerned in waste water treatment, such as pH, Turbidity, Total Dissolved and Suspended Solids. Then, the experimental studies were carried out to find out the optimum dosage of natural coagulants (Moringa Oleifera, Tamarindus Indica).In my project optimum dosage ofMoringaOleiferaand Tamarindus Indica at 60 ml. The maximum removal efficiency in Moringa Oleifera than Tamarindus Indica on the major pollutants of concerned in waste water treatment, such as pH, Turbidity, TS, Total Dissolved and Suspended Solid. Key Words: Moringa Oleifera, Tamarindus Indica, coagulation, flocculation, pH, Turbidity, Total Dissolved and Suspended Solids 1.INTRODUCTION India is the world'ssecond major manufacturer of textiles and garments after china. The textile industry in India is one of the oldest manufacturing sectors in the country. Textile industry involves wide range of raw materials, machineries and processes to trick the required shape and properties of the final product. The fundamental strength of this industry flows from its strong production base of a wide range of fibers/yarns from natural fibers like cotton, jute, silk, and wool to synthetic/man-made fibers like polyester, viscose, nylon, and acrylic. With escalating demand for textile products, textile mills and their wastewater have been increasing proportionally, causing a major problem of pollution in the world. Among the many chemicals in textile wastewater, dyes are considered important pollutants. Worldwide environmental problems associated with the textile industry are typically those associated with water pollution caused by the discharge of untreated effluent and those because of use of toxic chemicals especially during processing. The discharge of textile wastewater to the environment may cause serious and very harmful to the environment if released without proper treatment. Hence,it becomes necessary to remove dyes from textile effluents before discharge to avoid negative environmental impacts. Textile printing and dyeing processesincludepre-treatment, dyeing, finishing and other technologies. Pre-treatment includes desizing, scouring, washing, and other processes. Dyeing mainly aimsat dissolving the dye in water, whichlbe transferred to the fabric to produce coloured fabric under certain conditions. Printing is a branch of dyeing which generally is defined as localized dyeing i.e. dyeing that is confirmed to a certain portion of the fabric that constitutes the design. It is really a form of dyeing in which the essential reactions involved are the same as those in dyeing. Discharged wastewater by some industries under controlled and unsuitable conditions is causing significant environmental problems. The importance of the pollution control and treatment is undoubtedly the key factor in the human future. High values of COD and BOD, presence of particulate matter and sediments, and oil and grease in the effluent causes depletion of dissolved oxygen, which has an adverse effect on the aquatic ecologicalsystem.Effluentfrom textile millsalso containschromium, which hasacumulative effect, and higher possibilities for entering into the food chain. Due to the usage of dyes and chemicals effluents are dark in colour, which increases the turbidity of water body. For printing and dyeing wastewater, the first consideration is the organic pollutants, colour and heavy metal ions. Recently, as the lack of water the recovery of wastewater should be considered. So the decolourization of the printing and dyeing wastewater increased heavily. So in my project textile waste water is treated by using natural coagulants such as Moringa Oleifera, Tamarindus Indica. I wish to do some study and research of natural coagulantsin the coagulation processof textile waste water. In our project I am using coagulation processto increase the efficiency of treatment process. The powdered seed of the Moringa Oleifera and Tamarindus Indica has coagulating propertiesthat have been used variousaspects of Turbidity, PH, Total Dissolved Solids and Total Suspended Solids.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3892 2. TEXTILE WASTE WATER Water pollution has many sources. The most polluting of them are the city sewage and industrial waste discharged into the rivers. Industrial waste is defined as waste generated by manufacturing all industrial processes. The textile industry is very water intensive. Water is used for cleaning the raw material and many flushing steps during the whole production. Produced waste water has to be cleaned from fat, oil, colour and other chemicals, which are used during the several production steps. The cleaning process is depending on the kind of waste water and also on the amount of used water. Nowadays, the extraction of textile dyes from the waste water in the industry becomes an environmentalworldwide issue. Water contamination is a big threat of not only for state of the environment but human body causes some chronic diseases. By reviewing of effects of textile dyes such as toxicity and mutagenicity, bacteria and organism embedded a prologue of the explusion of metals to the environment. In purposesof dyesremoval, few of processes can be applicable for the textile waste water treatment. Names are given below:  Coagulation  Flocculation  Biodegradation In my project, adopted coagulation- flocculation process for remove the turbidity, PH, Total Dissolved Solids, Total Suspended Solids from the textile waste water. 2.1. COAGULATION PROCESS  Double layer compression  Charge neutralization  Entrapment in a precipitate  Intra particle bridging Moringa oleifera Family: Moringacae Range: Native to the Indian sub-continentandnaturalizedin tropical and sub-tropical areas around the world. Description: Deciduoustree orshrub,fast-growing,drought resistant, average height of 12 meters at maturity. Common Name of Moringa Oleifera: Benzolive,Drumstick tree, Kelor, Marango, Mlonge, Mulangay, Saijhan and Sajna. Tamarindus indica Family: Fabaceae Range: Indigenous to trobical Afirica, but has been cultivated for so long on the Indian subcontinent. Description: Long-lived, medium-growth shurb, drought resistant, maximum height of 12 to18meters at maturity. Common Name of Tamarindus Indica: Tamarindo, Tamon. 3. OBJECTIVES  To identify the use of natural coagulant for the treatment of waste water.  To study the properties of Natural coagulants such as Moringa Oleifera, Tamarindus Indica.  To study the physio-chemical parameters of waste water before and after the treatmentoftextilewaste water and to evaluate the removal efficiency on the major pollutants of concerned in waste water treatment, such as pH, Turbidity, Total Dissolved and Suspended Solids.  To study the optimum dosage of natural coagulants for textile waste water treatment. 4. MATERIALS AND METHODS Collection of sample water The sample textile waste water was collected from the Bala Krishnan Textile Industry in Erode, Tamil nadu, India. The collected waste water was kept as stock solution in the refrigerator and the sample used for studies was prepared by diluting the stock solution for avoiding fault results. COAGULANTS PREPARATION Preparation of MO Powder Moringa oleifera seeds pods are allowed to mature and dry naturally to a brown colour on the tree. The seeds were removed from the pods, kept for sun dry, and external shells were removed. Mature seeds showing no signs of discoloration, softening, or extreme desiccation were used. After sun dry, external shellswere removed and seed kernel were obtained. Using grinder, fine powder achieved from seed kernel. Fig.1 Powdered sample of MO Preparation of Tamarindus Indica powder The Tamarindus Indica seeds were washed with water to remove dust and pulp and the clean seeds were dried in the shade for 24 hours, and then removed the coat by treatment with the Hydrochloric acid. After that the seeds are
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3893 powdered with the grinder and takesup to 100 gramsof the powdered natural coagulant. Fig.2 Powdered Sample of TI PREPARATION OF SOLUTIONS Natural coagulants To prepare solution, 10 gms of Moringa oleifera powder is taken and made up to 200 ml using distilled water. Likewise Tamarindus Indica powder of 10gms is taken and 200ml of distilled water is added. 5. EXPERIMENTAL METHODOLOGY Jar test Jar test apparatus all coagulation experiments were carried out by using a conventional jar test apparatus. Jar test is the most widely used experimental methods for coagulation- flocculation. A conventional jar test apparatus was used in the experiments to coagulate sample turbid water using natural coagulant. It was carried out as a batch test, accommodating a series of six beakers together with six- sample steel paddles. Before operating the jar test, the sample was mixed homogenously. Then, the samples ought to be measured for turbidity, for representing an initial concentration. Coagulants of varying concentrations were added in the beakers.  Before going to jar test the water sample of500mlis filled in the four jars. The natural  Coagulants of different proportion are added to the samples.  A jar test stimulates the coagulation process. In our project we have to coagulate the sample by slow  Mixing process. The duration of mixing is 20 minutes.  After the flocculation processthe sample is tendsto various tests. Estimation of optimum coagulant dosage Take 0.5 liter of sample in four beakers and keep in jar test apparatus. Switch on the motor and adjust the speed of the paddles. Add various dose of natural coagulants (i.e.) 10ml, 20ml, 30ml, 40ml to different beakers. Allow flash mix rapidly for 1minute. Reduce the speed of the paddles and continue it for 10 minutes. Switch off the motor and allow the solution to settle for 20 minutes. Measure the amount of floc produced at the bottom. Draw the graph between amount of dosage added to the floc produced. From that notes the ideal dosage of coagulant. Determination of pH After coagulation process, the jars are taken out from the jar test apparatus and allowed to settlement process. The pH is measured using the pH meter. The coagulated wateristaken after 20 minutesof settlement. All the samples aretakenand pH is measured using pH meter and results are given. Determination of turbidity Take a sample of water from the water source. Switch onthe Nephelometricturbidimeter and wait for few minutes till it warms up. Set the instrument at 100 on the scale with a 40NTUstandard suspension. In this case, every division on the scale will be equal to 0.4NTU turbidity.Shakethoroughly the sample and keep it for sometimes to eliminate the air bubbles. Take samples in Nephelometersampletubeandput the sample in sample chamber and find out the valuesonthe scale. Determination of Total Solids Total Solids, TS (mg/l) = mg of solids in the beaker x 1000 / (volume of sample ) Determination of Dissolved Solids Total Dissolved Solids, TDS (mg/l) = mg of solids present in the beaker x 1000/ ( volume of sample) Determination of Suspended Solids Total suspended solids, TSS (mg/l) = TS (mg/l) - TDS (mg/l) 6.RESULTS AND DISCUSSION Characterization of Textile Waste Water Table.1:Characterization of Textile Waste Water
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3894 DETERMINATION OF OPTIMUM DOSAGE OF NATURAL COAGULANT Determination of Optimum Dosage of MO The results were plotted in an graph with coagulant dosage on x- axis and floc produced on y- axis .This plotted graph was shown in fig 3. Fig.3 Optimum dose of coagulant MO From graph,  MO coagulant vsfloc produced the optimum dosage of Moringa Oleifera is  indentified as 60 ml and amount of floc formed 4200mg.  MO coagulant vsfloc producedtheminimumdosage of Moringa Oleifera is  indentified as 10 ml,30ml,70ml and amount of floc formed 2500mg. Determination of Optimum Dosage of TI The results were plotted in an graph with coagulant dosage on x- axis and floc produced on y- axis .This plotted graph was shown in Fig 4. Fig.4 optimum dosage of TI From graph,  TI coagulant vs floc produced the optimum dosage of Tamarindus Indica is indentified as 60 ml and amount of floc formed 3450mg.  TI coagulant vs floc produced the minimum dosage of Tamarindus Indica is indentified as 10 ml and amount of floc formed 1450mg. REMOVAL EFFICIENCY OF NATURAL COAGULANTS Fig. 5 Removal efficiency of natural coagulants 7. CONCLUSIONS  The use of natural coagulant for the treatment of waste water and the properties of Natural coagulants such as Moringa Oleifera and Tamarindus Indica.  Preparation of natural coagulant such as Moringa Oleifera, Tamarindus Indica.  The physio-chemical parameters of waste water before and after the treatment of textilewastewater and to evaluate the removal efficiency on the major pollutants of concerned in waste water treatment, such as pH, Turbidity, Total Dissolved and Suspended Solids are examined.  The optimum dosage of natural coagulant such as Moringa Oleifera and Tamarindus Indica are examined and test results are given.  From the experimental study 1, it may be concluded that the amount of sludge removal capacity of the natural coagulants  For Moringa oleifera, it reaches its amount of sludge removal of 4200 mg at optimum dosage of 60 ml.  For Tamarindus Indica, it reaches its amount of sludge removal of 3450 mg at optimum dosage of 60 ml.  In my project, MO coagulant removing content 35% pH, 48%Turbidity, 68%TS, 70%TDS, 57%TSSand Tamarindus Indica coagulant removing content 32% pH, 32% Turbidity, 47% TS, 48% TDS, 44% TSS.  From the experimental study II, it maybeconcluded that the maximum removal efficiency in moringa oleifera than Tamarindus Indica on the major pollutants of concerned in waste water treatment, such as pH, Turbidity, TS, Total Dissolved and Suspended Solid.
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 03 | Mar-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 3895 REFERENCES [1] Amir Montakhab, Abdul HalimGhazali, MegatJoharib. MegatMohd. Noor, Thamer Ahmed Mohamed, Badronnisabt.Yusuf, “Effects of Drying and Salt Extraction of Moringa Oleifera on itsCoagulationofHigh Turbidity Water”: [2] Dalen, M.B., J.S. Pam, A. Izang, and R.Ekele (2009), Synergy Between Moringa Oleifera Seed Powder and Alum in the Purification of Domestic Water. Science World Journal, 4(4):6-11. [3] Eman N. Ali1*, Suleyman A. Muyibi2, HamzahM.Salleh2, MohdRamlan M. Salleh2 and MdZahangir Alam2 Moringa Oleifera SeedsAsNatural Coagulant ForWater Treatment 2009 [4] Lea.M, (2010), Bioremediation of Turbid Surface Water Using Seed Extract from Moringa oleifera Lam. (Drumstick) Tree Current Protocols in Microbiology. [5] Mangale, S.M.,S.G. chonde and P.D.Raut 2012. Use of moringaoleifera (Drumstick) seed asNaturalAbsorbent and an Antimicrobial agent forGroundwaterTreatment. Research Journal of Recent Sciences, 1(3):31-40. [6] Raveendra,B., &Chaudhri.M, (2005). Home water treatment by direct filtration with natural coagulation. Journal of Water and Health, 3(1), 27-30. [7] Sunita Singh Thakur* and SonalChoubey Assessment of coagulation efficiency of Moringa oleiferaand Okra for treatment of turbid water Assessment of coagulation efficiency of Moringa oleiferaand Okra for treatment of turbid water 2014. [8] WHO. 2006. Guidelines for Drinking Water Quality, Third Edition. Incorporating First Addendum, Vol. 1 . Recommendations. World Health Organisation, Geneva, Switzerland. Yin, C.Y.2010. Emerging usage of plant- based coagulants for water and wastewater treatment. Process Biochemistry,45(9):1437