International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1600
TREATMENT OF DAIRY INDUSTRY WASTEWATER USING
TAMARINDOUS INDICA SEED AS AN ADSORBENT
Dhanush Patel H G1, Mrs Veena D V2
1Post Graduate in Environmental Engineering, BIET College, Davanagere-577004, India 2Assistant Professor, M.
Tech Environmental Engineering, BIET College, Davanagere
----------------------------------------------------------------------***---------------------------------------------------------------------
Abstract Dairy industry generates large amount of white
highly turbid liquid waste products which cannot be
processed further in the industry and has to be discarded.
They contain high organic matter that may be in dissolved
or colloidal form and is thus very high in organic matter.
The effectiveness of Tamarind kernel powder, a cheap agro-
based product, as an adsorbent evaluated to remove COD, TS
and turbidity present in a dairy industry wastewater.
Experiments were carried out by adding Tamarind kernel
powder adsorbent to the dairy industry wastewater at
different dosages, different rapid mixing contact time and
slow mixing contact time. Maximum removal of COD, total
solids and turbidity was obtained at an optimum dosage of
6g/l (turbidity-77.2%, total solids74.02%, COD-79.02%,)
and the maximum removal of COD, total solids and turbidity
was obtained at an optimum rapid mixing contact time of 15
minutes (turbidity-75.4%, total solids-71.4%, COD- 76.8%,)
and an optimum slow mixing contact time of 40 minutes
(turbidity- 78.9%, total solids- 75.12%, COD -80.4%,). The
results indicated that the use of tamarind kernel powder, as
a coagulant to remove COD, total solids and turbidity
present in a dairy industry wastewater seems to be an
economical and worthwhile alternative over conventional
methods.
Key Words: kernel, Adsorbent, Adsorbate, Physico-
chemical process.
1. INTRODUCTION
Dairy industry has revealed an impressive growing in size
& number in utmost nations of the world. Dairy industries
are measured as one of the maximum contaminating
industries, not merely in standings of its wastewater
characteristics, but also in terms of the capacity of liquid
waste generated. The liquid waste generated from the
dairy industries conveys large measurements of organic
stocks such as BOD and COD and equally Dissolved solids
and Suspended solids. Dairy manufacturing generates
extremely unclear liquid left-over products, additional of
white which comprises of identically high organic
substance that might be in colloidal or else dissolved form,
consequently identically high in total solids and
Biochemical Oxygen Demand (BOD). The generated
wastewater from the dairy industry takes to be treated to
decrease the organic masses previously emancipating into
the environment (oceans or else rivers).
The dairy industry is one of the major sources of
wastewater. The liquid wastes from a dairy industry
originate from the various sections namely, from the
receiving station, bottling station, cheese plant, butter
plant, casein plant, condensed milk plant, dried milk plant,
and ice cream plant. Waste also comes from washing silos
and milk processing plants. Effluent from milk processing
units discharged into water bodies or simply to the land
disturbs the ecological balance and deteriorates the water
quality and also promotes eutrophication.
The physiochemical parameter of dairy wastewater has
been reduced using adsorption batch studies using low
cost agrobased adsorbent. Adsorption is a surface
phenomenon. It is the adhesion of effluent particulates
from a liquid to the surface of the adsorbent. The process
creates a film of the adsorbate on the surface of the
adsorbent. Adsorption studies are generally conducted as
batch studies and column studies. Activated carbon is the
most used adsorbent. Due to its high cost. Researchers let
in finding low cost agro-based adsorbents.
1.1 SCOPE OF PRESENT STUDY
Wastewater from the dairy industry contains mainly
biodegradable and organic constituents that can distract
terrestrial & aquatic environments. Due to the more
contamination consignment of dairy industry liquid waste,
the milk industries releasing incompletely treated liquid
waste cause severe conservational problems. Therefore, it
is very chief to convey out a whey handling in order to
improvise an economic and simple technique to treat the
complete dairy overflow. Additionally, the Indian
government has made strict rules and principles for the
liquid waste or overflow released to defend the
environment. Bio sorption structure of wastewater
treatment is less cost & has specifically increase whole the
conservative biological wastewater management
arrangements. In my research work, I will minimize the
cost of treatment plant using tamarindous indica seed as a
jar test methods and adsorbent unit size, and adsorbent
dosage in deletion of pollutants found in dairy industry
wastewater was evaluated.
1.2 OBJECTIVES
The chief objective of this work is towards study the effect
of tamarindous indica seed as an adsorbent for treatment
of dairy industry wastewater.
The specific objectives are;
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1601
 To characterize the dairy wastewater for
turbidity, pH, total solids, BOD, COD and oil and
grease.
 To prepare adsorbent from tamarind seeds.
 To find the optimum adsorbent dosage.
 To compare between contact timings for rapid
mixing & slow mixing contact timings for effective
treatment of dairy wastewater.
2. MATERIALS AND METHODOLOGY
Tamarindous indica seed kernel is used as an adsorbent
for elimination of contaminants from liquid waste
generated from dairy manufacturing. Firstly, the
tamarindous indica seeds were0collected and it is
scrubbed by the tap liquid and then it is wash away with
deionized water to eliminate dirt substances from their
external surface. Afterwards, the seeds were followed by
desiccating in an oven at 1000c meant for 24 hours. The
oven dried out seeds are milled and pounded by a mixer.
The ground tamarind seed be there sieved over a 300µ to
get homogenous geometrical size for use.
Fig-1: Tamarindous Indica Seed and Powdered
Tamarindous Indica Seed
2.1 ACTIVATION OF ADSORBENT
The tamarind seed sieved through 300µ is treated by
concentrated sulphuric acid to make active the adsorbent,
the activated adsorbent is kept dry for 24 hours. After 24
hours, the adsorbent is wash away with distilled water for
removing the acid elements. At that point the adsorbent is
treated with Sodium bicarbonate for neutralizing the pH
value. After pH test, the adsorbent is kept in oven at 1000c
for 24 hours to eliminate additional moistness content.
Over again the adsorbent is wash away with deionized
water to fully dry out the acid components.
Fig -2: Activated Tamarind Kernel Adsorbent
2.2 COLLECTION AND ANALYSIS OF SAMPLE
For the present study, wastewater0samples existed
collected from the SHIMUL in Shimoga with the help of air
tight sterilized bottles. The wastewater samples were
transported to the laboratory and then they were stored
for evaluating different physico-chemical parameters. The
main focus of the current study is to reduce the Total
solids,0Turbidity & COD concentrations in a dairy
wastewater using tamarindous indica seed powder as a
coagulant. The dairy industry yields 2.5 lakh1liters of milk
every single day and the generation of wastewater is
around 5 lakh0liters. It is initiate that the one liter of milk
production achieves around two liters of wastewater.
Table 1: Physio-chemical characteristics of dairy
wastewater
Physico-Chemical
Factors
Characteristics
Turbidity 1026 NTU
Colour PALE WHITE
Total solids 462 mg/l
pH 6.57
BOD 850 mg/l
COD 1408 mg/l
Temperature 270C
Oil and Grease 200 mg/l
3. RESULTS & DISCUSSION
3.1 ESTIMATION OF OPTIMUM ADSORBENT DOSAGE
The optimal dosage of adsorbent is obtained by using
batch examinations of1adsorbent concentrations differing
(2G/L, 4G/L,06G/L, 8G/L, 10G/L, 12G/L) with a contact
time for rapid mixing of 6 minutes and contact time for
slow mixing of 15 minutes. From the fig 3, it may be
noticed that up to 6g/l of tamarindous indica seed powder
dosage, concentration of Total solids, COD and Turbidity in
a dairy wastewater reduced, above which they attained
steady state condition. The percentage removal in
concentrations of Total solids, Turbidity and COD for a
tamarind seed powder dosage of 6g/l was 74.02%, 77.2%
and 79.2% respectively. Hence, an optimum dosage for
which the best removal of Total solids, Turbidity and COD
exists is found to be 6g/l. Later, the contact time for rapid
mixing and contact time for slow mixing0will be
conducted for the optimal adsorbent dosage of 6g/l.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1602
FIG-3: Estimation of Optimum Adsorbent Dosage
Fig 3 displays the effect of tamarindous indica kernel
powder as a coagulant dosage on turbidity, total solids and
COD variations in dairy wastewater with a rapid mixing
timings of 6 minutes and slow mixing timings of 15
minutes. Here the dosage of 2G/L, 4G/L, 6G/L, 8G/L,
10G/L, 12G/L of activated adsorbent added to the six
beakers simultaneously. In that time adsorption process
takes place. Firstly, the rapid mixing was carried out, later
the speed of paddles reduced and thus the slow mixing
was done. During this time, the floc will settle or pollutants
settles at the bottom. Then the supernant water is
collected from each beakers and find out the optimum
adsorbent dosage.
3.2 OPTIMUM CONTACT TIME FOR RAPID MIXING
Fig 4 displays the result of contact time for rapid mixing on
Total Solids,0Turbidity and COD fluctuation in dairy
wastewater respectively with an optimum dose of 6g/l. At
this point the revolving steel paddles of the jar test
equipment were revolved at a more rapid rate (120rpm)
in contact with the dairy industry effluent for the dose of
6g/l for contact time differing from (3minutes, 6minutes,
9minutes, 12minutes, 15minutes, 18minutes). From fig 4,
it may be noticed that up to 15 min contact time for rapid
mixing, the concentrations of Total Solids, Turbidity and
COD reduced, above which they reached a steady state
condition. The maximum percentage removal in
concentrations of Total solids, Turbidity and COD was
71.4%, 75.4% and 76.8%respectively for rapid mixing
contact time of 15 min.
Fig-4: Effect of Tamarind Kernel Adsorbent on Rapid
Mixing Contact Timings
3.3 OPTIMUM CONTACT TIMIE FOR SLOW MIXING
Fig 5 displays the effect of contact time for slow mixing
on COD, Total solids and Turbidity fluctuation in dairy
effluent respectively by an optimum dose of 6g/l. Here the
rotating steel paddles of the jar test equipment were
revolved at a slower rate (15rpm) in contact with dairy
effluent for the dosage of06g/l for contact timings
differing from (5minutes, 10minutes, 15minutes,
20minutes, 25minutes, 30minutes, 35minutes, 40minutes,
45minutes). From fig 5, it can be noticed that up to 30min
contact time for slow mixing, concentration of COD, Total
solids, and Turbidity reduced and above which they
achieved steady state condition. The maximum percentage
removal in concentration of Total solids, Turbidity and
COD for 30 min slow mixing contact time was 75.12%,
78.9% and 80.4% respectively.
Fig-5: Effect of Tamarind Kernel Adsorbent on Slow
Mixing Contact Timings
3.4 DISCUSSIONS
From the above results we are concluded that the
optimum contact time for rapid mixing of 15 minutes has
larger deduction of impurities. The safe state status is
concluded in among 15 minutes to 18 minutes. The
optimal contact time for slow mixing of 40 minutes has
larger removal of contaminants and the safe state situation
is attained in between 40 minutes to 45 minutes. The
maximum deduction of COD, turbidity and total solids was
achieved at an optimum contact time for rapid mixing1of
15 minutes (total solids-71.4%, turbidity-75.4%, COD-
76.8%) and an optimum contact time for slow mixing of 40
minutes (Total solids-75.13%, turbidity-78.9%, COD-
80.4%).
4. CONCLUSIONS
The current work analyzes a new access of
development in the field of wastewater purification
through less labor, minimum energy input and low
investment, also proves to be effective and biodegradable
compared to chemicals and synthetic adsorbents. In the
present study, the experimentations have been governed
to catch out the appropriateness of tamarindous indica
seed kernel adsorbent for eliminating COD, turbidity and
total solids present in dairy industry effluent. The
capability of tamarindous indica seed kernel as adsorbent
for removing the wastewater characteristics such as
turbidity, COD and total solids in a dairy industry
wastewater with different contact timings for rapid
mixing, different contact timings for slow mixing and
different dosages were supervised. The outcomes reveal
that maximum proportion achieved at an optimum dosage
0
20
40
60
80
100
0 10 20
Percentage
removal(%)
Adsorbent dosage (mg/l)
Turbidity
Total solids
COD
0
50
100
0 5 10 15 20
Percentage
removal(%)
Rapid mixing contact timings (min)
0
50
100
0 10 20 30 40 50
Percentage
removal(%)
Slow mixing contact timings (min)
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1603
of 6g/l, an optimum contact time for slow mixing of 40
minutes and a contact time for rapid mixing of 15 minutes.
The experimental analysis was established and the
conclusion of the verification tests also reveals that the
maximum removal of other characteristics in a dairy
wastewater appeared at the same optimum dosage 6g/l.
REFERENCES
1. B. Shoba, R. Sakthiganesh, S. Raju (2016)
“Treatment of dairy wastewater using tamarind
seed as an adsorbent” International Journal of
Innovative Research in Engineering and
Management, ISSN:2350-0557, Volume-3.
2. B. S. Shete and N. P. Shankar (2015) “Dairy
industry wastewater sources, characteristics, and
its effect on environment” International Journal of
Current Engineering and Technology, volume-3,
pp. 1611-1615.
3. Chidanand Patil, Ms. Manika Huger (2016)
“Treatment of dairy wastewater by natural
coagulants” International Research Journal of
Engineering and Technology, ISSN: 2395-0056,
volume-2.
4. Dr G. Anusha, R. Subashree, N. Suryaprabha
(2018) “Treatment of Wastewater using Banana
and Lemon peels as Adsorbents” International
Journal of Engineering Technology Science and
Research, ISSN 2394-3386, volume-4.
5. D. Siva Kumar, V. Balsundram, G. Venkatesan
(2016) “Effect of Tamarind Kernel Powder for
Treating Dairy Industry Wastewater” ISSN 0257-
8050, P no 519-523.
6. N. B. Singh, R. Singh, M. M. Imam (2016)
“Characterization and treatment of selected food
effluent by coagulation and adsorption
techniques” Water Resources and Industry,
volume-3, P no 672-683.
7. Pawan R Wani, Sonali B Patil (2018) “Treatment
of Dairy wastewater by using Groundnut shell as
low cost Adsorbent” International Journal of
Innovative Research in Science, Engineering and
Technology, ISSN 2319-8753, volume-6.
8. Thuriya Mahir, Joefel Jessica Dumaran, M.
Geetadevi, S. Feroz (2016) “Treatment of dairy
wastewater using orange and banana peels”
Journal of Chemical and Pharmaceutical Research,
ISSN 0975-7384.
BIOGRAPHIES
DHANUSH PATEL H G
Post Graduate Student, Dept. of Civil
Engineering, BIET College,
Davanagere.
Mrs. VEENA D V
Assistant Professor, Dept. of Civil
Engineering, BIET College,
Davanagere.

IRJET- Treatment of Dairy Industry Wastewater using Tamarindous Indica Seed as an Adsorbent

  • 1.
    International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1600 TREATMENT OF DAIRY INDUSTRY WASTEWATER USING TAMARINDOUS INDICA SEED AS AN ADSORBENT Dhanush Patel H G1, Mrs Veena D V2 1Post Graduate in Environmental Engineering, BIET College, Davanagere-577004, India 2Assistant Professor, M. Tech Environmental Engineering, BIET College, Davanagere ----------------------------------------------------------------------***--------------------------------------------------------------------- Abstract Dairy industry generates large amount of white highly turbid liquid waste products which cannot be processed further in the industry and has to be discarded. They contain high organic matter that may be in dissolved or colloidal form and is thus very high in organic matter. The effectiveness of Tamarind kernel powder, a cheap agro- based product, as an adsorbent evaluated to remove COD, TS and turbidity present in a dairy industry wastewater. Experiments were carried out by adding Tamarind kernel powder adsorbent to the dairy industry wastewater at different dosages, different rapid mixing contact time and slow mixing contact time. Maximum removal of COD, total solids and turbidity was obtained at an optimum dosage of 6g/l (turbidity-77.2%, total solids74.02%, COD-79.02%,) and the maximum removal of COD, total solids and turbidity was obtained at an optimum rapid mixing contact time of 15 minutes (turbidity-75.4%, total solids-71.4%, COD- 76.8%,) and an optimum slow mixing contact time of 40 minutes (turbidity- 78.9%, total solids- 75.12%, COD -80.4%,). The results indicated that the use of tamarind kernel powder, as a coagulant to remove COD, total solids and turbidity present in a dairy industry wastewater seems to be an economical and worthwhile alternative over conventional methods. Key Words: kernel, Adsorbent, Adsorbate, Physico- chemical process. 1. INTRODUCTION Dairy industry has revealed an impressive growing in size & number in utmost nations of the world. Dairy industries are measured as one of the maximum contaminating industries, not merely in standings of its wastewater characteristics, but also in terms of the capacity of liquid waste generated. The liquid waste generated from the dairy industries conveys large measurements of organic stocks such as BOD and COD and equally Dissolved solids and Suspended solids. Dairy manufacturing generates extremely unclear liquid left-over products, additional of white which comprises of identically high organic substance that might be in colloidal or else dissolved form, consequently identically high in total solids and Biochemical Oxygen Demand (BOD). The generated wastewater from the dairy industry takes to be treated to decrease the organic masses previously emancipating into the environment (oceans or else rivers). The dairy industry is one of the major sources of wastewater. The liquid wastes from a dairy industry originate from the various sections namely, from the receiving station, bottling station, cheese plant, butter plant, casein plant, condensed milk plant, dried milk plant, and ice cream plant. Waste also comes from washing silos and milk processing plants. Effluent from milk processing units discharged into water bodies or simply to the land disturbs the ecological balance and deteriorates the water quality and also promotes eutrophication. The physiochemical parameter of dairy wastewater has been reduced using adsorption batch studies using low cost agrobased adsorbent. Adsorption is a surface phenomenon. It is the adhesion of effluent particulates from a liquid to the surface of the adsorbent. The process creates a film of the adsorbate on the surface of the adsorbent. Adsorption studies are generally conducted as batch studies and column studies. Activated carbon is the most used adsorbent. Due to its high cost. Researchers let in finding low cost agro-based adsorbents. 1.1 SCOPE OF PRESENT STUDY Wastewater from the dairy industry contains mainly biodegradable and organic constituents that can distract terrestrial & aquatic environments. Due to the more contamination consignment of dairy industry liquid waste, the milk industries releasing incompletely treated liquid waste cause severe conservational problems. Therefore, it is very chief to convey out a whey handling in order to improvise an economic and simple technique to treat the complete dairy overflow. Additionally, the Indian government has made strict rules and principles for the liquid waste or overflow released to defend the environment. Bio sorption structure of wastewater treatment is less cost & has specifically increase whole the conservative biological wastewater management arrangements. In my research work, I will minimize the cost of treatment plant using tamarindous indica seed as a jar test methods and adsorbent unit size, and adsorbent dosage in deletion of pollutants found in dairy industry wastewater was evaluated. 1.2 OBJECTIVES The chief objective of this work is towards study the effect of tamarindous indica seed as an adsorbent for treatment of dairy industry wastewater. The specific objectives are;
  • 2.
    International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1601  To characterize the dairy wastewater for turbidity, pH, total solids, BOD, COD and oil and grease.  To prepare adsorbent from tamarind seeds.  To find the optimum adsorbent dosage.  To compare between contact timings for rapid mixing & slow mixing contact timings for effective treatment of dairy wastewater. 2. MATERIALS AND METHODOLOGY Tamarindous indica seed kernel is used as an adsorbent for elimination of contaminants from liquid waste generated from dairy manufacturing. Firstly, the tamarindous indica seeds were0collected and it is scrubbed by the tap liquid and then it is wash away with deionized water to eliminate dirt substances from their external surface. Afterwards, the seeds were followed by desiccating in an oven at 1000c meant for 24 hours. The oven dried out seeds are milled and pounded by a mixer. The ground tamarind seed be there sieved over a 300µ to get homogenous geometrical size for use. Fig-1: Tamarindous Indica Seed and Powdered Tamarindous Indica Seed 2.1 ACTIVATION OF ADSORBENT The tamarind seed sieved through 300µ is treated by concentrated sulphuric acid to make active the adsorbent, the activated adsorbent is kept dry for 24 hours. After 24 hours, the adsorbent is wash away with distilled water for removing the acid elements. At that point the adsorbent is treated with Sodium bicarbonate for neutralizing the pH value. After pH test, the adsorbent is kept in oven at 1000c for 24 hours to eliminate additional moistness content. Over again the adsorbent is wash away with deionized water to fully dry out the acid components. Fig -2: Activated Tamarind Kernel Adsorbent 2.2 COLLECTION AND ANALYSIS OF SAMPLE For the present study, wastewater0samples existed collected from the SHIMUL in Shimoga with the help of air tight sterilized bottles. The wastewater samples were transported to the laboratory and then they were stored for evaluating different physico-chemical parameters. The main focus of the current study is to reduce the Total solids,0Turbidity & COD concentrations in a dairy wastewater using tamarindous indica seed powder as a coagulant. The dairy industry yields 2.5 lakh1liters of milk every single day and the generation of wastewater is around 5 lakh0liters. It is initiate that the one liter of milk production achieves around two liters of wastewater. Table 1: Physio-chemical characteristics of dairy wastewater Physico-Chemical Factors Characteristics Turbidity 1026 NTU Colour PALE WHITE Total solids 462 mg/l pH 6.57 BOD 850 mg/l COD 1408 mg/l Temperature 270C Oil and Grease 200 mg/l 3. RESULTS & DISCUSSION 3.1 ESTIMATION OF OPTIMUM ADSORBENT DOSAGE The optimal dosage of adsorbent is obtained by using batch examinations of1adsorbent concentrations differing (2G/L, 4G/L,06G/L, 8G/L, 10G/L, 12G/L) with a contact time for rapid mixing of 6 minutes and contact time for slow mixing of 15 minutes. From the fig 3, it may be noticed that up to 6g/l of tamarindous indica seed powder dosage, concentration of Total solids, COD and Turbidity in a dairy wastewater reduced, above which they attained steady state condition. The percentage removal in concentrations of Total solids, Turbidity and COD for a tamarind seed powder dosage of 6g/l was 74.02%, 77.2% and 79.2% respectively. Hence, an optimum dosage for which the best removal of Total solids, Turbidity and COD exists is found to be 6g/l. Later, the contact time for rapid mixing and contact time for slow mixing0will be conducted for the optimal adsorbent dosage of 6g/l.
  • 3.
    International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1602 FIG-3: Estimation of Optimum Adsorbent Dosage Fig 3 displays the effect of tamarindous indica kernel powder as a coagulant dosage on turbidity, total solids and COD variations in dairy wastewater with a rapid mixing timings of 6 minutes and slow mixing timings of 15 minutes. Here the dosage of 2G/L, 4G/L, 6G/L, 8G/L, 10G/L, 12G/L of activated adsorbent added to the six beakers simultaneously. In that time adsorption process takes place. Firstly, the rapid mixing was carried out, later the speed of paddles reduced and thus the slow mixing was done. During this time, the floc will settle or pollutants settles at the bottom. Then the supernant water is collected from each beakers and find out the optimum adsorbent dosage. 3.2 OPTIMUM CONTACT TIME FOR RAPID MIXING Fig 4 displays the result of contact time for rapid mixing on Total Solids,0Turbidity and COD fluctuation in dairy wastewater respectively with an optimum dose of 6g/l. At this point the revolving steel paddles of the jar test equipment were revolved at a more rapid rate (120rpm) in contact with the dairy industry effluent for the dose of 6g/l for contact time differing from (3minutes, 6minutes, 9minutes, 12minutes, 15minutes, 18minutes). From fig 4, it may be noticed that up to 15 min contact time for rapid mixing, the concentrations of Total Solids, Turbidity and COD reduced, above which they reached a steady state condition. The maximum percentage removal in concentrations of Total solids, Turbidity and COD was 71.4%, 75.4% and 76.8%respectively for rapid mixing contact time of 15 min. Fig-4: Effect of Tamarind Kernel Adsorbent on Rapid Mixing Contact Timings 3.3 OPTIMUM CONTACT TIMIE FOR SLOW MIXING Fig 5 displays the effect of contact time for slow mixing on COD, Total solids and Turbidity fluctuation in dairy effluent respectively by an optimum dose of 6g/l. Here the rotating steel paddles of the jar test equipment were revolved at a slower rate (15rpm) in contact with dairy effluent for the dosage of06g/l for contact timings differing from (5minutes, 10minutes, 15minutes, 20minutes, 25minutes, 30minutes, 35minutes, 40minutes, 45minutes). From fig 5, it can be noticed that up to 30min contact time for slow mixing, concentration of COD, Total solids, and Turbidity reduced and above which they achieved steady state condition. The maximum percentage removal in concentration of Total solids, Turbidity and COD for 30 min slow mixing contact time was 75.12%, 78.9% and 80.4% respectively. Fig-5: Effect of Tamarind Kernel Adsorbent on Slow Mixing Contact Timings 3.4 DISCUSSIONS From the above results we are concluded that the optimum contact time for rapid mixing of 15 minutes has larger deduction of impurities. The safe state status is concluded in among 15 minutes to 18 minutes. The optimal contact time for slow mixing of 40 minutes has larger removal of contaminants and the safe state situation is attained in between 40 minutes to 45 minutes. The maximum deduction of COD, turbidity and total solids was achieved at an optimum contact time for rapid mixing1of 15 minutes (total solids-71.4%, turbidity-75.4%, COD- 76.8%) and an optimum contact time for slow mixing of 40 minutes (Total solids-75.13%, turbidity-78.9%, COD- 80.4%). 4. CONCLUSIONS The current work analyzes a new access of development in the field of wastewater purification through less labor, minimum energy input and low investment, also proves to be effective and biodegradable compared to chemicals and synthetic adsorbents. In the present study, the experimentations have been governed to catch out the appropriateness of tamarindous indica seed kernel adsorbent for eliminating COD, turbidity and total solids present in dairy industry effluent. The capability of tamarindous indica seed kernel as adsorbent for removing the wastewater characteristics such as turbidity, COD and total solids in a dairy industry wastewater with different contact timings for rapid mixing, different contact timings for slow mixing and different dosages were supervised. The outcomes reveal that maximum proportion achieved at an optimum dosage 0 20 40 60 80 100 0 10 20 Percentage removal(%) Adsorbent dosage (mg/l) Turbidity Total solids COD 0 50 100 0 5 10 15 20 Percentage removal(%) Rapid mixing contact timings (min) 0 50 100 0 10 20 30 40 50 Percentage removal(%) Slow mixing contact timings (min)
  • 4.
    International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1603 of 6g/l, an optimum contact time for slow mixing of 40 minutes and a contact time for rapid mixing of 15 minutes. The experimental analysis was established and the conclusion of the verification tests also reveals that the maximum removal of other characteristics in a dairy wastewater appeared at the same optimum dosage 6g/l. REFERENCES 1. B. Shoba, R. Sakthiganesh, S. Raju (2016) “Treatment of dairy wastewater using tamarind seed as an adsorbent” International Journal of Innovative Research in Engineering and Management, ISSN:2350-0557, Volume-3. 2. B. S. Shete and N. P. Shankar (2015) “Dairy industry wastewater sources, characteristics, and its effect on environment” International Journal of Current Engineering and Technology, volume-3, pp. 1611-1615. 3. Chidanand Patil, Ms. Manika Huger (2016) “Treatment of dairy wastewater by natural coagulants” International Research Journal of Engineering and Technology, ISSN: 2395-0056, volume-2. 4. Dr G. Anusha, R. Subashree, N. Suryaprabha (2018) “Treatment of Wastewater using Banana and Lemon peels as Adsorbents” International Journal of Engineering Technology Science and Research, ISSN 2394-3386, volume-4. 5. D. Siva Kumar, V. Balsundram, G. Venkatesan (2016) “Effect of Tamarind Kernel Powder for Treating Dairy Industry Wastewater” ISSN 0257- 8050, P no 519-523. 6. N. B. Singh, R. Singh, M. M. Imam (2016) “Characterization and treatment of selected food effluent by coagulation and adsorption techniques” Water Resources and Industry, volume-3, P no 672-683. 7. Pawan R Wani, Sonali B Patil (2018) “Treatment of Dairy wastewater by using Groundnut shell as low cost Adsorbent” International Journal of Innovative Research in Science, Engineering and Technology, ISSN 2319-8753, volume-6. 8. Thuriya Mahir, Joefel Jessica Dumaran, M. Geetadevi, S. Feroz (2016) “Treatment of dairy wastewater using orange and banana peels” Journal of Chemical and Pharmaceutical Research, ISSN 0975-7384. BIOGRAPHIES DHANUSH PATEL H G Post Graduate Student, Dept. of Civil Engineering, BIET College, Davanagere. Mrs. VEENA D V Assistant Professor, Dept. of Civil Engineering, BIET College, Davanagere.