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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1640
Performance Evaluation of Floating Treatment Wetlands Integrated
with Microbial Fuel cell for the Treatment of Dairy Wastewater
Shreya S. Surve1, Y. M. Patil2
1UG student, civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India.
2Professor, civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India.
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract – The objective of the study was to develop
laboratory scale model of Floating Treatment Wetlands
Integrated with microbial cell. The Canna Indica plants were
used for the Floating Wetland (FW). The 9-volt current were
supplied to the microbial cell. The treated wastewater was
collected at 4 different time cycle (30min, 1hr., 2hr. and 4hr.).
Biological Oxygen Demand (BOD), Chemical Oxygen Demand
(COD) and PH tests were conducted on the treated water. The
result after 4th hour is good. At 4 hour the Biological Oxygen
Demand (BOD) was 314mg/lit also Chemical OxygenDemand
(COD) was 314 mg/lit. After 2 hour we found the pH in below
7.7. The study concludes thatasthereactiontime increases the
BOD and COD were sufficiently removed and the pH is in
between 5.5 to 7.5.
Key Words: BOD, COD, pH, Floating Treatment Wetlands,
Microbial cell, Wastewater.
1. INTRODUCTION
India is a global powerhouse of agriculture and related
products. Milk is one among these products. India produced
large amount of milk and milk product. From the dairy
industry we achieving food security, generation of
employment opportunity for women and regular source of
income. Dairy is most important and fast-growingindustries
[1]. Nearly 160 million children around the world receiving
benefits from the milk. Dairy industryis equallyimportantin
developing economics in countries like India, for providing
nutrition support, employment opportunities for women,
economical support to rural area for development. In 1998
India become largest country for milk production than US.
22% of the global milk production in 2018. Nearly 183
million tons of milk produced in India per day. From that
milk variety of products are produced in India. Such as
yogurt, paneer, butter, cheese, dried milk, ghee, etc. Amul,
Mother Dairy, Nestle, Gokul,Chitale,etc.arethefamousdairy
companies in India.
But the dairy industry produces large amount of water
pollution. For 1 liter production of milk 3 liters of water are
used. This water comes from various stages from dairy
industry such as cleaning system, technological process,
cooling system, steam generation. Those waters contain
organic matter, fats, carbohydrates, proteins and phosphate
and nitrate concentration. Because of this water can't beuse
for any purpose. That’s why wehavetotreatwastewaterand
then reuse the water.
For treating wastewater, we have some treatment that are
used in dairy. For treating wastewater, we used
Electrocoagulation Process, ReverseOsmosis(RO)andNano
Filtration (NF), Natural Coagulants, Up flow Anaerobic
Sludge Blanket, Constructed Wetland, activated sludge
process, aerated lagoons, aerobic bioreactor,tricklingfilters,
sequencing batch reactor (SBR), up flow anaerobic filters,
and bio coagulation. Most of the dairy choose aerobic
process for the wastewater treatment. But because of
aerobic process we lose lots of energy. To conduct aerobic
process, we need to give continuous supply of oxygen to
aeriation tank for 12 -14 hours and for that we need electric
pump. Electric pump needs energy to supply oxygen. For
aerobic process we lost lot of energy and money.Butinstead
of aerobic process we use microbial cell then we conserve
energy.
Constructed wetland also new technique to treat the
wastewater. Floating wetland is most economical method to
treat the wastewater. In floating wetland, the aquatic plants
allow to grow on artificial platform in which the roots of the
plants are inside the water. Floating treatment technique
properly remove solid particles, suspended particles,
pigments, harmful dyes from textile industries [3]. Floating
treatment wetland was used for treatment of wastewater
generated from the municipal. It removed BOD, COD also
harmful bacteria, chloride from the wastewater[4]. Itisvery
easy to maintain also very economic. It can’t produce
harmful product [5]. Phragmites australis, Glyceria maxima,
Iris pseudacorus, Canna indica, Typha angustifolia,
Wachendorfia thyrsiflora,Typha latifolia,etc.plantsareused
in the Floating treatment wetlands [6].
The objective of this study was to develop the laboratory
scale model of Floating treatment wetland integrated with
microbial cell. For the wetland select appropriate plant.
Evaluating the laboratory scale model at 9-volt current at
specific time interval such as 30 min., 1hr, 2hr and 4 hr. The
analyzing BOD, COD and pH of the treated water at specific
time interval.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1641
2. Method and Methodology
2.1 FTW with Microbial cell Setup:
In this study, the laboratory scale model was used and the
characteristics of tank was follows. The cylindrical shaped
model was used with height 30 cm and the radius of that
tank was 20 cm. The volume of the tank was around 35
litters. For the experiments 30 litters water were used.
Firstly, the wastewater coming from the dairy industry goes
for the first step, which was screening. Large size particles
like plastic bottle, bags, large size garbage were separated
form wastewater. At the same time, the fats containing the
wastewater were removed from that. After screening and
removing the fats, the water was collected for the
experiment.
Fig -1: FTW with microbial cell setup diagram
In floating treatment wetland unit, we used one ornamental
plant of specie Canna Indica (Indian Shot). The Canna Indica
remove 74.9% COD from wastewater [7]. These plants were
placed in that tank with 3 plants in a row. The plant density
is 7 plants/sq.m. Plants were initially kept in wastewaterfor
1 week. The surface of the water tank is covered with insect
screen to prevent misquotes proliferation. The FTW was
composed of lightweight materials like plastic bottles. The
roots of the plants were completely immerged in the water.
The FWT need 10 plants/m2 [2]. For the Microbial Cell, the
Graphite electrodes were used. For cathode only 99.99%
pure graphite rod were used and for anode, graphite rod
with wounded copper wire was used. The graphite is good
conductor of electricity and also used in electrocoagulation
process to treat the wastewater. The cathode electrodes
were placed at the bottom of the tank in wastewater. The
anode electrodes were tied with the plants root.thedistance
between the cathode and anode was kept constant at 20 cm.
The 9 volts current are externally provided to anode and
cathode. The continuous current supply was providedtothe
electrode for 0.5, 1, 2 and 4 hours. The experiment was
connected for 2 weeks with three cycles for specific time
interval.
Fig -2: Graphite electrodes with copper wire as anode
Fig -3: Graphite electrodes tied with roots as cathode
2.2 Site description and Wastewater characteristics:
The water was collected from the near dairy industry. The
collected wastewater contains COD, BOD, pH, suspended
particles, dissolved particles, chloride, oil and fats, etc. The
current dairy used the Aerobic process for the treatment of
wastewater. For aeration process the dairy industry used
diffused aeration. Wastewater from each stage in dairy
industry collected at the end and then transfer to the ETP
process. The water firstly passed through the screening
process also suspended fats and oils are removed. After that
wastewater were used for treatment floating wetland with
microbial cell.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1642
These are the properties of treated water and untreated
from dairy industry.
Table -1: Properties of Untreated and treated wastewater
collected from dairy industry
Parameters Properties of
Untreated
wastewater
Properties of
Untreated
wastewater
pH 9.2 7.3
COD (mg/l) 652.0 29.2
BOD (mg/l) 248.0 8.0
Chlorides (mg/l) 98.0 29.09
Sulphate (mg/l) 78.90 21.70
2.3 Result and Discussion
The 9-volt current was supplied to the electrodes after
specific time interval thetreatedwater wascollected.ThepH
of untreated water was 9.23 the after 30 min, 1hr, 2hr and 4
hr. the pH of the water 8.76, 8.48, 7.88 and 7.66 respectively.
That shows that After time passes the pH of the water
decreases. The following graph showsthedifferenceofpHat
specific time interval.
Graph -1 -: pH of treated Wastewater
The BOD of the wastewater was 245.6 mg/lit. The BOD Of
Treated Wastewater from ETP present in the dairy industry
is 30 mg/lit. when the electric supply was provided to the
microbial cell then after 30 min the BOD decreases up to
214. Again, after 1hr, 2hr and 4hr the BOD was 153, 74.83
and 45.8 mg/lit resp.
The following graph shows the difference of BOD at specific
time interval
Graph -2 -: BOD of treated Wastewater
The COD of the wastewater was 953.5 mg/lit. The BOD Of
Treated Wastewater from ETP present in the dairy industry
is 250 mg/lit. The COD after 30 min, 1hr, 2hr and 4hr were
886.32, 652.9, 479.47 and 314.8 mg/lit resp.
The following graph shows the difference of COD at specific
time interval:
Graph -3 -: COD of treated Wastewater
3. CONCLUSIONS
By using FTW with microbial cell with Graphite electrodes,
the pH of the wastewater decreases as time passes. As well
as the BOD of the wastewater was changes from 245mg/lit
to 45.8 mg/lit. It clearly shows that after 4 hr. the best result
is found. Exactly for the COD, after 4 hr. the COD of the
wastewater decreases up to 314.8 mg/lit. that means the
overall result shows that pH, BOD,CODaredecreasesastime
passes and after 4 hr. we got good result for wastewater by
sing FTW with microbial cell.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1643
REFERENCES
[1] Banes D. Forster, Hrudey S.E. Survey Industrial
Wastewater Treatment, Vol. 1: Food & Allied Industries.
[2] Olguín, E.J., Sánchez-Galván, G., Melo, F.J., Hernández,
V.J., González-Portela, R.E., 2017. Long-termassessment
at field scale of Floating Treatment Wetlands for
improvement of water quality and provision of
ecosystem services in a eutrophic urban pond. Sci. Total
Environ. 584, 561–571.
[3] Fan Wei, Munazzam Jawad Shahid Implementation of
Floating Treatment Wetlands for Textile Wastewater
Management: A Review Sustainability 2020, 12, 5801;
doi:10.3390/su12145801.
[4] Arfan Arshad, Sikandar Ali. Design of floating wetland
for treatment of municipal wastewater and
environmental assessment using emergy technique.
[5] Wu, H.; Zhang, J.; Ngo, H.H.; Guo, W.; Hu, Z.; Liang,S.;Fan,
J.; Liu, H. A review on the sustainability of constructed
wetlands for wastewater treatment: Design and
operation. Bioresour. Technol. 2015, 175, 594–601.
[6] Brisson, J.; Chazarenc, F. Maximizing pollutant removal
in constructed wetlands: Should we pay more attention
to macrophyte species selection? Sci. Total Environ.
2009, 407, 3923–3930.
[7] Yadav, A.K.; Dash, P.; Mohanty, A.; Abbassi, R.; Mishra,
B.K. Performance assessment of innovative constructed
wetland-microbial fuel cell forelectricityproductionand
dye removal. Ecol. Eng. 2012, 47, 126–131.
[8] Gustavo Stolzenberg Colares, Naira Dell’Osbel. Floating
treatment wetlands integrated with microbial fuel cell
for the treatment of urban wastewaters and bioenergy
generation.
https://doi.org/10.1016/j.scitotenv.2020.142474.
[9] Naira Dell’Osbel, Carolina V.Barbosa.Floatingtreatment
wetlands integrated with microbial fuel cell for the
treatment of urban wastewaters and bioenergy
generation.
[10] Araneda, I., Tapia, N.F., Lizama Allende, K., Vargas, I.T.,
2018. Constructed wetland microbial fuel cells for
sustainable greywater treatment. Water 10 (7), 940.
BIOGRAPHIES
Shreya S. Surve
UG student,
Civil Engineering Department,
Rajarambapu Institute of
Technology, Maharashtra, India.
Y. M. Patil
Professor,
Civil Engineering Department,
Rajarambapu Institute of
Technology, Maharashtra, India.

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FTW Treatment" Performance Evaluation of Floating Treatment Wetlands Integrated with Microbial Fuel cell for the Treatment of Dairy Wastewater

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1640 Performance Evaluation of Floating Treatment Wetlands Integrated with Microbial Fuel cell for the Treatment of Dairy Wastewater Shreya S. Surve1, Y. M. Patil2 1UG student, civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India. 2Professor, civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – The objective of the study was to develop laboratory scale model of Floating Treatment Wetlands Integrated with microbial cell. The Canna Indica plants were used for the Floating Wetland (FW). The 9-volt current were supplied to the microbial cell. The treated wastewater was collected at 4 different time cycle (30min, 1hr., 2hr. and 4hr.). Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD) and PH tests were conducted on the treated water. The result after 4th hour is good. At 4 hour the Biological Oxygen Demand (BOD) was 314mg/lit also Chemical OxygenDemand (COD) was 314 mg/lit. After 2 hour we found the pH in below 7.7. The study concludes thatasthereactiontime increases the BOD and COD were sufficiently removed and the pH is in between 5.5 to 7.5. Key Words: BOD, COD, pH, Floating Treatment Wetlands, Microbial cell, Wastewater. 1. INTRODUCTION India is a global powerhouse of agriculture and related products. Milk is one among these products. India produced large amount of milk and milk product. From the dairy industry we achieving food security, generation of employment opportunity for women and regular source of income. Dairy is most important and fast-growingindustries [1]. Nearly 160 million children around the world receiving benefits from the milk. Dairy industryis equallyimportantin developing economics in countries like India, for providing nutrition support, employment opportunities for women, economical support to rural area for development. In 1998 India become largest country for milk production than US. 22% of the global milk production in 2018. Nearly 183 million tons of milk produced in India per day. From that milk variety of products are produced in India. Such as yogurt, paneer, butter, cheese, dried milk, ghee, etc. Amul, Mother Dairy, Nestle, Gokul,Chitale,etc.arethefamousdairy companies in India. But the dairy industry produces large amount of water pollution. For 1 liter production of milk 3 liters of water are used. This water comes from various stages from dairy industry such as cleaning system, technological process, cooling system, steam generation. Those waters contain organic matter, fats, carbohydrates, proteins and phosphate and nitrate concentration. Because of this water can't beuse for any purpose. That’s why wehavetotreatwastewaterand then reuse the water. For treating wastewater, we have some treatment that are used in dairy. For treating wastewater, we used Electrocoagulation Process, ReverseOsmosis(RO)andNano Filtration (NF), Natural Coagulants, Up flow Anaerobic Sludge Blanket, Constructed Wetland, activated sludge process, aerated lagoons, aerobic bioreactor,tricklingfilters, sequencing batch reactor (SBR), up flow anaerobic filters, and bio coagulation. Most of the dairy choose aerobic process for the wastewater treatment. But because of aerobic process we lose lots of energy. To conduct aerobic process, we need to give continuous supply of oxygen to aeriation tank for 12 -14 hours and for that we need electric pump. Electric pump needs energy to supply oxygen. For aerobic process we lost lot of energy and money.Butinstead of aerobic process we use microbial cell then we conserve energy. Constructed wetland also new technique to treat the wastewater. Floating wetland is most economical method to treat the wastewater. In floating wetland, the aquatic plants allow to grow on artificial platform in which the roots of the plants are inside the water. Floating treatment technique properly remove solid particles, suspended particles, pigments, harmful dyes from textile industries [3]. Floating treatment wetland was used for treatment of wastewater generated from the municipal. It removed BOD, COD also harmful bacteria, chloride from the wastewater[4]. Itisvery easy to maintain also very economic. It can’t produce harmful product [5]. Phragmites australis, Glyceria maxima, Iris pseudacorus, Canna indica, Typha angustifolia, Wachendorfia thyrsiflora,Typha latifolia,etc.plantsareused in the Floating treatment wetlands [6]. The objective of this study was to develop the laboratory scale model of Floating treatment wetland integrated with microbial cell. For the wetland select appropriate plant. Evaluating the laboratory scale model at 9-volt current at specific time interval such as 30 min., 1hr, 2hr and 4 hr. The analyzing BOD, COD and pH of the treated water at specific time interval.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1641 2. Method and Methodology 2.1 FTW with Microbial cell Setup: In this study, the laboratory scale model was used and the characteristics of tank was follows. The cylindrical shaped model was used with height 30 cm and the radius of that tank was 20 cm. The volume of the tank was around 35 litters. For the experiments 30 litters water were used. Firstly, the wastewater coming from the dairy industry goes for the first step, which was screening. Large size particles like plastic bottle, bags, large size garbage were separated form wastewater. At the same time, the fats containing the wastewater were removed from that. After screening and removing the fats, the water was collected for the experiment. Fig -1: FTW with microbial cell setup diagram In floating treatment wetland unit, we used one ornamental plant of specie Canna Indica (Indian Shot). The Canna Indica remove 74.9% COD from wastewater [7]. These plants were placed in that tank with 3 plants in a row. The plant density is 7 plants/sq.m. Plants were initially kept in wastewaterfor 1 week. The surface of the water tank is covered with insect screen to prevent misquotes proliferation. The FTW was composed of lightweight materials like plastic bottles. The roots of the plants were completely immerged in the water. The FWT need 10 plants/m2 [2]. For the Microbial Cell, the Graphite electrodes were used. For cathode only 99.99% pure graphite rod were used and for anode, graphite rod with wounded copper wire was used. The graphite is good conductor of electricity and also used in electrocoagulation process to treat the wastewater. The cathode electrodes were placed at the bottom of the tank in wastewater. The anode electrodes were tied with the plants root.thedistance between the cathode and anode was kept constant at 20 cm. The 9 volts current are externally provided to anode and cathode. The continuous current supply was providedtothe electrode for 0.5, 1, 2 and 4 hours. The experiment was connected for 2 weeks with three cycles for specific time interval. Fig -2: Graphite electrodes with copper wire as anode Fig -3: Graphite electrodes tied with roots as cathode 2.2 Site description and Wastewater characteristics: The water was collected from the near dairy industry. The collected wastewater contains COD, BOD, pH, suspended particles, dissolved particles, chloride, oil and fats, etc. The current dairy used the Aerobic process for the treatment of wastewater. For aeration process the dairy industry used diffused aeration. Wastewater from each stage in dairy industry collected at the end and then transfer to the ETP process. The water firstly passed through the screening process also suspended fats and oils are removed. After that wastewater were used for treatment floating wetland with microbial cell.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1642 These are the properties of treated water and untreated from dairy industry. Table -1: Properties of Untreated and treated wastewater collected from dairy industry Parameters Properties of Untreated wastewater Properties of Untreated wastewater pH 9.2 7.3 COD (mg/l) 652.0 29.2 BOD (mg/l) 248.0 8.0 Chlorides (mg/l) 98.0 29.09 Sulphate (mg/l) 78.90 21.70 2.3 Result and Discussion The 9-volt current was supplied to the electrodes after specific time interval thetreatedwater wascollected.ThepH of untreated water was 9.23 the after 30 min, 1hr, 2hr and 4 hr. the pH of the water 8.76, 8.48, 7.88 and 7.66 respectively. That shows that After time passes the pH of the water decreases. The following graph showsthedifferenceofpHat specific time interval. Graph -1 -: pH of treated Wastewater The BOD of the wastewater was 245.6 mg/lit. The BOD Of Treated Wastewater from ETP present in the dairy industry is 30 mg/lit. when the electric supply was provided to the microbial cell then after 30 min the BOD decreases up to 214. Again, after 1hr, 2hr and 4hr the BOD was 153, 74.83 and 45.8 mg/lit resp. The following graph shows the difference of BOD at specific time interval Graph -2 -: BOD of treated Wastewater The COD of the wastewater was 953.5 mg/lit. The BOD Of Treated Wastewater from ETP present in the dairy industry is 250 mg/lit. The COD after 30 min, 1hr, 2hr and 4hr were 886.32, 652.9, 479.47 and 314.8 mg/lit resp. The following graph shows the difference of COD at specific time interval: Graph -3 -: COD of treated Wastewater 3. CONCLUSIONS By using FTW with microbial cell with Graphite electrodes, the pH of the wastewater decreases as time passes. As well as the BOD of the wastewater was changes from 245mg/lit to 45.8 mg/lit. It clearly shows that after 4 hr. the best result is found. Exactly for the COD, after 4 hr. the COD of the wastewater decreases up to 314.8 mg/lit. that means the overall result shows that pH, BOD,CODaredecreasesastime passes and after 4 hr. we got good result for wastewater by sing FTW with microbial cell.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 06 | June 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1643 REFERENCES [1] Banes D. Forster, Hrudey S.E. Survey Industrial Wastewater Treatment, Vol. 1: Food & Allied Industries. [2] Olguín, E.J., Sánchez-Galván, G., Melo, F.J., Hernández, V.J., González-Portela, R.E., 2017. Long-termassessment at field scale of Floating Treatment Wetlands for improvement of water quality and provision of ecosystem services in a eutrophic urban pond. Sci. Total Environ. 584, 561–571. [3] Fan Wei, Munazzam Jawad Shahid Implementation of Floating Treatment Wetlands for Textile Wastewater Management: A Review Sustainability 2020, 12, 5801; doi:10.3390/su12145801. [4] Arfan Arshad, Sikandar Ali. Design of floating wetland for treatment of municipal wastewater and environmental assessment using emergy technique. [5] Wu, H.; Zhang, J.; Ngo, H.H.; Guo, W.; Hu, Z.; Liang,S.;Fan, J.; Liu, H. A review on the sustainability of constructed wetlands for wastewater treatment: Design and operation. Bioresour. Technol. 2015, 175, 594–601. [6] Brisson, J.; Chazarenc, F. Maximizing pollutant removal in constructed wetlands: Should we pay more attention to macrophyte species selection? Sci. Total Environ. 2009, 407, 3923–3930. [7] Yadav, A.K.; Dash, P.; Mohanty, A.; Abbassi, R.; Mishra, B.K. Performance assessment of innovative constructed wetland-microbial fuel cell forelectricityproductionand dye removal. Ecol. Eng. 2012, 47, 126–131. [8] Gustavo Stolzenberg Colares, Naira Dell’Osbel. Floating treatment wetlands integrated with microbial fuel cell for the treatment of urban wastewaters and bioenergy generation. https://doi.org/10.1016/j.scitotenv.2020.142474. [9] Naira Dell’Osbel, Carolina V.Barbosa.Floatingtreatment wetlands integrated with microbial fuel cell for the treatment of urban wastewaters and bioenergy generation. [10] Araneda, I., Tapia, N.F., Lizama Allende, K., Vargas, I.T., 2018. Constructed wetland microbial fuel cells for sustainable greywater treatment. Water 10 (7), 940. BIOGRAPHIES Shreya S. Surve UG student, Civil Engineering Department, Rajarambapu Institute of Technology, Maharashtra, India. Y. M. Patil Professor, Civil Engineering Department, Rajarambapu Institute of Technology, Maharashtra, India.