SlideShare a Scribd company logo
1 of 5
Download to read offline
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1181
Phytoremediation of domestic sewage by Hibiscus Rosa and
Catharanthus Roseus plants
Suma1, R.B.Gadag2
1Research Scholar, Civil Engineering Department, KLE Dr.M.S.S.C.E.T, Belagavi, Karnataka, India
2Associate professor, Civil Engineering Department, KLE Dr.M.S.S.C.E.T, Belagavi, Karnataka, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Due to rapid urbanization, mining activities,
industrialization, etc. the water resources both surface and
subsurface are getting polluted which is difficult to treat,
recycle and the treatment requires high cost. The present
study deals with the Phytoremediation for the domestic
sewage treatment by Hibiscus Rosa and Catharanthus Roseus
plant species. The volume of 0.027 m3 two plastic crates were
used to plant the Hibiscus Rosa and Catharanthus Roseus in
each separate crate. The vertical subsurface flow has been
adopted in this study with two beds of aggregates andredsoil.
The bed consist bottom layer of coarse aggregate with 12 mm
size and 6 cm depth, middle layer of fine aggregate with 2.36
mm size and 6 cm depth, Top layer was filled with red soil of
size 0.6 mm and 6 cm depth. The sewagesamplecollection was
done on alternatives days of every week for 5 weeks. 10 liters
per day of domestic sewage was fed to each plant species by
maintaining the Hydraulic Retention time of 5hours. Thenthe
physico-chemical characteristics of domestic sewage such as
Turbidity, pH, TSS, BOD, COD, Nitrates and Sulphates were
done before treatment and after the treatment and compared
with the CPCB standards. Results showedthatcomparing with
the Hibiscus Rosa plant; Catharanthus Roseus plant reduced
the pollutants with better efficiency.
Key Words: Domestic waste water, Water quality
parameters, Phytoremediation, Hibiscus Rosa, Catharanthus
Roseus, Hydraulic retention time.
1. INTRODUCTION
Earth surface consists of 71% of water and these are
distributed as 97.2% sea &ocean water,2.15%glaciers
and other ice, 0.61% of ground water, 0.009% fresh
water lakes, 0.008% inland seas,0.005%soilmoisture,
0.001% atmosphere and 0.0001% river. Surfacewater
is available as oceans, rivers and streams, lakes and
reservoirs. Surface water is mainly used for public
supply and irrigation. Due to mining, livestock
industries, urbanization and household activities the
domestic water is getting polluted. Domestic sewage
consists of large amount of dissolved and suspended
pollutants, organic and inorganic matter. The organic
matter mainly generates from food and vegetables
wastes which also includes disease causing microbes.
For cleaning of houses various substances are used
which includes harmful chemicals. Once the domestic
sewage enters thereceivingwaterbodiessuchaslakes,
rivers or streams, the microorganisms start to
decompose the organic wastes and the dissolved
oxygen level in the sewage will get reduced due to
metabolic activities [1].
Therefore, nowadays receiving water bodies are
getting polluted due to direct discharge of sewage and
by the various microbial activities in the contaminated
sewage causes the eutrophication, and it also carries
pathogens which will affect on swimming areas,
agricultural land and irrigation.Variouspathogensand
harmful chemicals kill the aquatic life andalgalblooms
will form, which can suffocate for the fisheries. Hence
to remove the pollutants such as BOD, COD, pH,
Turbidity, TSS, Sulphates and Nitrates the
Phytoremediation method is very much essential, this
is less expensive and eco-friendly [1].
Phytoremediation is the process to remove or to break
down the pollutants by using plants and trees.
Phytoremediation is the use of plants to partially
remediate selected contaminants in domestic sewage.
For the remediation it utilizes the various plant
biological processes and the physical characteristicsof
plant. Phytoremediation is also called as vegetative
remediation or green remediation and it varies with
the different conditions, media, contaminants, and
plants [1].
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1182
2. EXPERIMENTAL WORK.
2.1Experimental set up
Figure -1: Experimental set up
2.2 Materials used
Materials used for the experimental set up were:
1. Plastic crates of size 0.5 m×0.3 m×0.25 m were
used for planting 2 types of plants.
2. The 20 liters capacity plastic buckets were
used for fill the domestic sewage.
3. PVC perforated pipes of diameter 15 mm and
20 mm have been used for the distribution of
wastewater and collection of treated
wastewater respectively.
4. ½ inch plastic taps have been used for the
purpose of distribution, collectionofuntreated
and treated wastewater and Beakers.
2.3 Materials used for the bed construction
Bed constructionconstitutes2layersofaggregatesand
red soil in the plastic crates such as:
1. Bottom layer is filled with coarse aggregate of
size 12 mm with volume of 9 kg, 6 cm depth.
2. Middle layer is filled with fine aggregate ofsize
2.36 mm with volume of 9 kg, 6 cm depth.
3. Top layer is filled with red soil of size 0.6 mm
with volume of 9 kg, 6 cm depth and free board
of 7cm is provided for each crate.
3. METHODOLOGY
Firstly the aggregates and red soil are filled in the
crates and the bed settling was allowed for 7 days with
tap water. 60 days old plants of Hibiscus Rosa &
Catharanthus Roseus were plantedintheeachseparate
crate & fresh water was fed to the plants for 5 days.
Each crate has 4 plants.
Domestic sewage was collected of about 20-25 liters
using composite sampling from Shivaji garden,
Belagavi. The 10 liters of wastewater was poured in
each bucket andthewastewaterwasmadetopasswith
15mm diameter PVC perforated pipes with 2mmholes
spaced at 5cm. The 10 liters per day of sewage was
made to flow slowly by maintaining a velocity of 0.1
meter/second for Hydraulic retention time of 5 hours.
The 20mm PVC pipe of 0.45 m length with 3 mm
spaced at 5cm is provided at the bottom of crate with
1% of slope to collect the percolated wastewater. The
treated wastewater was analyzed and compared the
result values with the CPCB standards.
4. RESULTS AND DISCUSSION
The experimental result includes the wastewater
quality parameters before and afterthetreatment.The
parameters were such as turbidity, pH, TSS, BOD, COD,
sulphates, nitrates. Weekly three trials had been done
on alternate days and experiment was carriedoutfor5
weeks. The average of three trials is considered as one
week result. The pollutants removal efficiency from
wastewater treated with plants were compared with
pollutants removal efficiency wastewater without
plants i.e., bed efficiency. 15 trials were done till 5
weeks which includes results of both untreated and
treated values.
4.1 Turbidity reduction in NTU
0
20
40
60
80
100
120
140
Domestic
sewage
Hibiscus Rosa Catharanthus
Roseus
TurbidityReductioninNTU
Wastewater samples before & after phytoremediation
treament
1st week
2nd week
3rd week
4th week
5th week
Fig -2: Turbidity reduction
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1183
Fig.2. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in turbidity
concentration values in NTU before and after the
treatmentwascorrespondingtoY-axis.Theturbidityof
wastewater before treatment was in the range of 110-
125 NTU. With the Hibiscus Rosa plant the reduction of
turbidity was up to 30-50 NTU and with Catharanthus
Roseus was up to 25-43 NTU. Hence the Catharanthus
Roseus plant was showing better efficiency to remove
turbidity than Hibiscus Rosa plant.
4.2 pH variation
6.4
6.6
6.8
7
7.2
7.4
7.6
7.8
Domestic
sewage
Hibiscus
Rosa
Catharanthus
Roseus
pHvalues
Wastewater samples before& afterphytoremediation
treatment
1st week
2nd week
3rd week
4th week
5th week
Fig-3: pH variation
Fig.3. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding X-axis. Variation in the pH for the
domestic sewage before treatmentandaftertreatment
with the plants Hibiscus Rosa and Catharanthus Roseus
corresponding Y- axis. It shows that pH variation,
which were within the limit of CPCB standards i.e., pH
must be 5.5-9.0.
4.3 TSS reduction in mg/L
0
100
200
300
400
500
Domestic
sewage
Hibiscus
Rosa
Catharanthus
Roseus
TSSReductioninmg/L
Wastewater samples before & after phytoremediation
treatment
1st week
2nd week
3rd week
4th week
5th week
Fig-4: TSS reduction
Fig.4. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in TSS
concentration values in mg/L before and after the
treatment was corresponding to Y-axis. As per CPCB
standards the TSS must be less than 200 mg/L. Figure
4.29 shows that TSS before treatment was 350-450
mg/L and after the treatment Catharanthus Roseus
plant showing better results with reduction of TSS up
to 125-160 mg/L which was lies within the CPCB
standards.
4.4 BOD reduction in mg/L
0
20
40
60
80
100
120
140
Domestic
sewage
Hibiscus Rosa Catharanthus
Roseus
BODReductioninmg/L
Wastewater samples before & after phytoremediation
treatment
1st week
2nd week
3rd week
4th week
5th week
Fig.5. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in BOD
concentration values in mg/L before and after the
treatment was corresponding to Y-axis. As per CPCB
standards the BOD must belessthan100mg/Lforland
irrigation discharge. The BOD value of domestic
wastewater was found to be between 120-135 mg/L
before the treatment. BOD reduction of Hibiscus Rosa
plant was found that 44-58 mg/L and of Catharanthus
Roseus plant was 35-45 mg/L. Hence the BOD results
were well within the CPCB standards after the
treatment and therefore the domestic wastewater can
be discharged for land irrigation.
Fig-5: BOD reduction
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1184
4.5 COD reduction in mg/L
0
50
100
150
200
250
300
350
Domestic
sewage
Hibiscus
Rosa
Catharanthus
Roseus
CODReductioninmg/L
Wastewater samples before & after phytoremediation
treament
1st week
2nd week
3rd week
4th week
5th week
Fig-6: COD reduction
Fig.6. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in COD
concentration values in mg/L before and after the
treatment was corresponding to Y-axis. As per CPCB
standards the COD must be less than 250 mg/L for
discharge. The COD value found before treatment of
wastewater was in the range of 220-350 mg/L and
after the treatment it was in the range of 180 mg/L for
Hibiscus Rosa and Catharanthus Roseus plant reduced
the COD up to 100 mg/L respectively. Hence the COD
results were well within the CPCB standards therefore
the wastewater was suitable to discharge for land
irrigation.
4.6 NITRATES reduction in mg/L
0
10
20
30
40
50
60
70
80
Domestic
sewage
Hibiscus Rosa Catharanthus
Roseus
NitrateReductioninmg/L
Wastewater samples before & after phytoremediation
treatment
1st week
2nd week
3rd week
4th week
5th week
Fig-7: Nitrates reduction
Fig.7. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in nitrate
concentration values in mg/L before and after the
treatment was corresponding to Y-axis. Nitrate in
wastewater cannot be recognized easily because it is
colorless, odorless and tastelessparameter.Nitrateion
is a stable and highly soluble therefore it is very
difficult to remove from the wastewater. Presence of
high concentration of nitrateswillformthealgalbloom
in the receiving water bodies. Before wastewater
treatment nitrates concentration in wastewater was
65-70 mg/L. Hibiscus Rosaplant reduced nitratesupto
40-45 mg/L and CatharanthusRoseusplantreducedup
to 30-35 mg/L.
4.7 SULPHATES reduction in mg/L
0
200
400
600
800
1000
1200
1400
1600
Domestic
sewage
Hibiscus
Rosa
Catharanthus
Roseus
SulphateReductioninmg/L
Wastewater samples before& afterphytoremediation
treatment
1st week
2nd week
3rd week
4th week
5th week
Fig-8: Sulphates reduction
Fig.8. illustrates that the treatment for domestic
sewage by Hibiscus Rosa and Catharanthus Roseus was
corresponding to X-axis. Reduction in sulphate
concentration values in mg/L before and after the
treatment was corresponding to Y-axis. Sulphates
before treatmentitwas1300mg/Landaftertreatment
with both plants it was 580-600mg/LforHibiscusRosa
and 450-500 mg/L for Catharanthus Roseus plants
respectively.
5. CONCLUSIONS
The study included the Phytoremediation of domestic
wastewater using Hibiscus Rosa and Catharanthus
Roseus plants.
1. The cost of treatment for domestic
sewage is high, there is a need for cost
effective treatment. Phytoremediation
is well suitable for treatment of
domestic sewage which reduces the
cost and this method is eco-friendly.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1185
2. Before treatment from analysis the
domestic sewage results shows that
some parameters were above the
permissiblelimitsuchasTurbidity-125
NTU, pH-5.91,TSS-320mg/L,BOD-110
mg/L, COD-250 mg/L, Nitrates-70.68
mg/L, Sulphates-1328.5 mg/L for land
discharge for irrigation. Hence there is
a need of treatment for domestic
sewage before discharge.
3. Hibiscus Rosa reduced the turbidity up
to 62% and Catharanthus Roseus
reduced 67.8% of turbidity.
4. The pH variation of domestic sewage
was found between 5.9 to 8. Hence the
pH values were within the limit.
5. The efficiency of TSS removalfoundfor
Hibiscus Rosa was 46% and for
Catharanthus Roseus was found to be
64% respectively.
6. The BOD3 reduction of Hibiscus Rosa
andCatharanthusRoseuswerefoundas
61% and 68% respectively.
7. Hibiscus Rosa reduced sulphates up to
56% and Catharanthus Roseusreduced
63%.
8. The removal efficiency of nitratesfrom
domestic sewage by Hibiscus Rosa was
found 40.7% and by Catharanthus
Roseus 47% respectively. Algaegrowth
can be reduced by the removal of
nitrates from plants.
9. The removal efficiency of pollutants by
Catharanthus Roseus plant showed
better results than the Hibiscus Rosa
plant. Hence for the treatment of
domestic sewage by Phytoremediation
method Catharanthus Roseus plant is
more suitable.
REFERENCES
1. Shilpa Kampli, Pradeepkumar.M.Singa, Arjun
S.Virupakshi,“Characterization of Bellary nala
and its impacts on soil and crops”, International
Research Journal of Engineering and
Technology, 2015, Vol. 02, pp. 1085-1088.
2. Motoyuki Asada & Etsuko Kaimi,“Remediation
techniques use plants- Phytoremediation-
Prospects of practical applications”, paper
publication,http://www.apecvc.or.jp/e/modul
es/tinyd00/index.php?id=49&kh_open_cid_00
=44.
3. Kavya S Kallimani & Arjun S Virupakshi,
“Comparison study on treatment of campus
wastewater by constructed wetlands using
canna indica & phragmites austrails plants”,
International Research Journal of Engineering
and Technology, 2015, Vol. 02, pp. 44-50.
4. ErkanKalipci,“Investigationofdecontamination
effect of Phragmites australis for Konya
domestic wastewater treatment”, Journal of
MedicinalPlantsResearch,2011,Vol.5(29),pp.
6571-6577.
5. Hossein Rezaie & Mohsen Salehzadeh,
“Performance Removal Nitrate and Phosphate
from Treated Municipal Wastewater Using
Phragmites Australis and Typha Latifolia
Aquatic Plants”, Journal of Civil Engineering
and Urbanism, 2014, Vol. 4, pp. 315-321.
6. G. Badalians Gholikandia & M. Moradhasseli,R.
Riahi,“Treatment of domestic wastewater in a
pilot-scale HSFCW in West Iran”, Desalination,
2008, Vol. 248, pp. 977-987.
7. Anwaruddin Ahmed Wurochekke, NurulAzma
Harun, Radin Maya Saphira Radin Mohamed
and Amir Hashim Bin Mohd. Kassim,
“Constructed Wetland of Lepironia Articulata
for Household Greywater Treatment”, APCBEE
Procedia, 2014, Vol. 10, pp. 103-109.
8. C.A. Prochaska & A.I. Zouboulis, “Treatment
performancevariationatdifferentdepthswithin
vertical subsurface-flow experimental wetlands
fed with simulated domestic sewage”,
Desalination, 2008, Vol. 237, pp. 367-377.
9. Guang Sun, Yongsheng Ma, Ran Zhao, “Studyon
Purification Efficiencyof Sewage in Constructed
Wetlands with Different Plants”, World Rural
Observations, 2009, Vol. 1(2), pp. 35-39.
10. M.G.Healy, M.Rodgers, J.Mulqueen,“Treatment
of dairy wastewater using constructedwetlands
and intermittent sand filters”, Bio resource
Technology, 2007, Vol. 98, pp. 2268-2281

More Related Content

What's hot

“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
IOSR Journals
 
Water Treatment Plant
Water Treatment PlantWater Treatment Plant
Water Treatment Plant
AmberStacy
 
Paper id 252014132
Paper id 252014132Paper id 252014132
Paper id 252014132
IJRAT
 

What's hot (20)

IRJET- Analysis of Physico-Chemical Parameters of Sacred Nuggikeri Lake Dharw...
IRJET- Analysis of Physico-Chemical Parameters of Sacred Nuggikeri Lake Dharw...IRJET- Analysis of Physico-Chemical Parameters of Sacred Nuggikeri Lake Dharw...
IRJET- Analysis of Physico-Chemical Parameters of Sacred Nuggikeri Lake Dharw...
 
“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
“Study The Different Parameters of Sewage Treatment With UASB & SBR Technolog...
 
Effluent water treatment plant in an industry
Effluent water treatment plant in an industryEffluent water treatment plant in an industry
Effluent water treatment plant in an industry
 
CE6605 Environmental Engineering II - Course Presentation
CE6605 Environmental Engineering II - Course PresentationCE6605 Environmental Engineering II - Course Presentation
CE6605 Environmental Engineering II - Course Presentation
 
Water Treatment Plant
Water Treatment PlantWater Treatment Plant
Water Treatment Plant
 
treatmernt of wastewaterEqualization basin and pumping station
treatmernt of wastewaterEqualization basin and pumping stationtreatmernt of wastewaterEqualization basin and pumping station
treatmernt of wastewaterEqualization basin and pumping station
 
Soil Bio-technology | Architectural Environment Sciences
Soil Bio-technology | Architectural Environment SciencesSoil Bio-technology | Architectural Environment Sciences
Soil Bio-technology | Architectural Environment Sciences
 
Effluent Treatment Plant | Design | 8826498589 | Manufacturers
Effluent Treatment Plant | Design | 8826498589 | ManufacturersEffluent Treatment Plant | Design | 8826498589 | Manufacturers
Effluent Treatment Plant | Design | 8826498589 | Manufacturers
 
Ashu kumar ppt
Ashu kumar pptAshu kumar ppt
Ashu kumar ppt
 
Reed bed technology
Reed bed technologyReed bed technology
Reed bed technology
 
Twon water quality, testing and treatment tagd march 2017
Twon water quality, testing and treatment tagd march 2017Twon water quality, testing and treatment tagd march 2017
Twon water quality, testing and treatment tagd march 2017
 
SEWAGE TREATMENT PLANT mini project report
SEWAGE TREATMENT PLANT mini project reportSEWAGE TREATMENT PLANT mini project report
SEWAGE TREATMENT PLANT mini project report
 
IRJET - Algal Bioreactor for the Removal of Pollution Parameter from Sugar Mi...
IRJET - Algal Bioreactor for the Removal of Pollution Parameter from Sugar Mi...IRJET - Algal Bioreactor for the Removal of Pollution Parameter from Sugar Mi...
IRJET - Algal Bioreactor for the Removal of Pollution Parameter from Sugar Mi...
 
Paper id 252014132
Paper id 252014132Paper id 252014132
Paper id 252014132
 
Water Treatment Plant Design by Damora, Waite, Yu, Maroofian
Water Treatment Plant Design by Damora, Waite, Yu, MaroofianWater Treatment Plant Design by Damora, Waite, Yu, Maroofian
Water Treatment Plant Design by Damora, Waite, Yu, Maroofian
 
Assesment of durg sewage
Assesment of durg sewage Assesment of durg sewage
Assesment of durg sewage
 
Construction,operation and maintenance of trickling filter2
Construction,operation and maintenance of trickling filter2Construction,operation and maintenance of trickling filter2
Construction,operation and maintenance of trickling filter2
 
internship report on performance of sewage treatment plant
internship report on performance of sewage treatment plantinternship report on performance of sewage treatment plant
internship report on performance of sewage treatment plant
 
Design of effluent treatment plant
Design of effluent treatment plantDesign of effluent treatment plant
Design of effluent treatment plant
 
Sewage treatment
Sewage treatmentSewage treatment
Sewage treatment
 

Similar to Phytoremediation of domestic sewage by Hibiscus Rosa and Catharanthus Roseus plants

Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
SSR Institute of International Journal of Life Sciences
 
PHYTORID TREATMENT OF WASTE WATER.pptx
PHYTORID TREATMENT OF WASTE WATER.pptxPHYTORID TREATMENT OF WASTE WATER.pptx
PHYTORID TREATMENT OF WASTE WATER.pptx
GoneJustin
 

Similar to Phytoremediation of domestic sewage by Hibiscus Rosa and Catharanthus Roseus plants (20)

IRJET- Macrophytic Treatment of Textile Waste Water Together with Root Zone T...
IRJET- Macrophytic Treatment of Textile Waste Water Together with Root Zone T...IRJET- Macrophytic Treatment of Textile Waste Water Together with Root Zone T...
IRJET- Macrophytic Treatment of Textile Waste Water Together with Root Zone T...
 
VERTICAL FLOW CONSTRUCTED WETLAND FOR FOOD INDUSTRY WASTE WATER
VERTICAL FLOW CONSTRUCTED WETLAND FOR FOOD INDUSTRY WASTE WATERVERTICAL FLOW CONSTRUCTED WETLAND FOR FOOD INDUSTRY WASTE WATER
VERTICAL FLOW CONSTRUCTED WETLAND FOR FOOD INDUSTRY WASTE WATER
 
IRJET- Reclamation of Natural Water Bodies using Biological Method
IRJET- Reclamation of Natural Water Bodies using Biological MethodIRJET- Reclamation of Natural Water Bodies using Biological Method
IRJET- Reclamation of Natural Water Bodies using Biological Method
 
TREATMENT OF DOMESTIC WASTEWATER BY VERMIFILTRATION TECHNIQUE
TREATMENT OF DOMESTIC WASTEWATER BY VERMIFILTRATION TECHNIQUETREATMENT OF DOMESTIC WASTEWATER BY VERMIFILTRATION TECHNIQUE
TREATMENT OF DOMESTIC WASTEWATER BY VERMIFILTRATION TECHNIQUE
 
IRJET- Grey Water Treatment by Water Hyacinth-A Review
IRJET- Grey Water Treatment by Water Hyacinth-A ReviewIRJET- Grey Water Treatment by Water Hyacinth-A Review
IRJET- Grey Water Treatment by Water Hyacinth-A Review
 
IRJET- Use of Natural and Artificial Multimedia Filter as an Adsorbent for Fi...
IRJET- Use of Natural and Artificial Multimedia Filter as an Adsorbent for Fi...IRJET- Use of Natural and Artificial Multimedia Filter as an Adsorbent for Fi...
IRJET- Use of Natural and Artificial Multimedia Filter as an Adsorbent for Fi...
 
Performance Evaluation of Sewage Treatment Plant: A Review
Performance Evaluation of Sewage Treatment Plant: A ReviewPerformance Evaluation of Sewage Treatment Plant: A Review
Performance Evaluation of Sewage Treatment Plant: A Review
 
Effect of Earthworms on Distillery Effluent Treatment through Vermifiltration
Effect of Earthworms on Distillery Effluent Treatment through VermifiltrationEffect of Earthworms on Distillery Effluent Treatment through Vermifiltration
Effect of Earthworms on Distillery Effluent Treatment through Vermifiltration
 
IRJET- Application of Water Hyacinth (Eichhornia Crassipes) in Wastewater Tre...
IRJET- Application of Water Hyacinth (Eichhornia Crassipes) in Wastewater Tre...IRJET- Application of Water Hyacinth (Eichhornia Crassipes) in Wastewater Tre...
IRJET- Application of Water Hyacinth (Eichhornia Crassipes) in Wastewater Tre...
 
20720130101006
2072013010100620720130101006
20720130101006
 
Domestic Wastewater Treatment by Root Zone Technology Option: Colacassia Plant
Domestic Wastewater Treatment by Root Zone Technology Option: Colacassia PlantDomestic Wastewater Treatment by Root Zone Technology Option: Colacassia Plant
Domestic Wastewater Treatment by Root Zone Technology Option: Colacassia Plant
 
ORGANIC FARMING BY HYDROPONICS SYSTEM USING KITCHEN WASTE.pptx
ORGANIC FARMING BY HYDROPONICS SYSTEM USING KITCHEN WASTE.pptxORGANIC FARMING BY HYDROPONICS SYSTEM USING KITCHEN WASTE.pptx
ORGANIC FARMING BY HYDROPONICS SYSTEM USING KITCHEN WASTE.pptx
 
IRJET - Research on Gutter H2O Treatment using Organic Absorbent (Calotropis ...
IRJET - Research on Gutter H2O Treatment using Organic Absorbent (Calotropis ...IRJET - Research on Gutter H2O Treatment using Organic Absorbent (Calotropis ...
IRJET - Research on Gutter H2O Treatment using Organic Absorbent (Calotropis ...
 
Performance Evaluation of Floating Treatment Wetlands Integrated with Microbi...
Performance Evaluation of Floating Treatment Wetlands Integrated with Microbi...Performance Evaluation of Floating Treatment Wetlands Integrated with Microbi...
Performance Evaluation of Floating Treatment Wetlands Integrated with Microbi...
 
Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
Effect of Rispana Sewage Wastewater on the Growth Parameters of Moong Bean Pl...
 
LOW-COST SEWAGE TREATMENT BY ROOTZONE TECHNOLOGY FOR RESIDENTIAL BUILDING AT ...
LOW-COST SEWAGE TREATMENT BY ROOTZONE TECHNOLOGY FOR RESIDENTIAL BUILDING AT ...LOW-COST SEWAGE TREATMENT BY ROOTZONE TECHNOLOGY FOR RESIDENTIAL BUILDING AT ...
LOW-COST SEWAGE TREATMENT BY ROOTZONE TECHNOLOGY FOR RESIDENTIAL BUILDING AT ...
 
IRJET- Water Treatment using Natural Coagulants
IRJET- Water Treatment using Natural CoagulantsIRJET- Water Treatment using Natural Coagulants
IRJET- Water Treatment using Natural Coagulants
 
IRJET- Study of Bioreactors for Biological Treatment of Wastewater
IRJET- Study of Bioreactors for Biological Treatment of WastewaterIRJET- Study of Bioreactors for Biological Treatment of Wastewater
IRJET- Study of Bioreactors for Biological Treatment of Wastewater
 
IRJET- Study of Bioreactors for Biological Treatment of Wastewater
IRJET- Study of Bioreactors for Biological Treatment of WastewaterIRJET- Study of Bioreactors for Biological Treatment of Wastewater
IRJET- Study of Bioreactors for Biological Treatment of Wastewater
 
PHYTORID TREATMENT OF WASTE WATER.pptx
PHYTORID TREATMENT OF WASTE WATER.pptxPHYTORID TREATMENT OF WASTE WATER.pptx
PHYTORID TREATMENT OF WASTE WATER.pptx
 

More from IRJET Journal

More from IRJET Journal (20)

TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
 
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURESTUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
 
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
 
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil CharacteristicsEffect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
 
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
 
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
 
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
 
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
 
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADASA REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
 
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
 
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD ProP.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
 
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
 
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare SystemSurvey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
 
React based fullstack edtech web application
React based fullstack edtech web applicationReact based fullstack edtech web application
React based fullstack edtech web application
 
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
 
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
 
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
 
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignMultistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
 
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
 

Recently uploaded

01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
AshwaniAnuragi1
 

Recently uploaded (20)

Autodesk Construction Cloud (Autodesk Build).pptx
Autodesk Construction Cloud (Autodesk Build).pptxAutodesk Construction Cloud (Autodesk Build).pptx
Autodesk Construction Cloud (Autodesk Build).pptx
 
Path loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata ModelPath loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata Model
 
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptxSLIDESHARE PPT-DECISION MAKING METHODS.pptx
SLIDESHARE PPT-DECISION MAKING METHODS.pptx
 
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and ToolsMaximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
 
Adsorption (mass transfer operations 2) ppt
Adsorption (mass transfer operations 2) pptAdsorption (mass transfer operations 2) ppt
Adsorption (mass transfer operations 2) ppt
 
Databricks Generative AI FoundationCertified.pdf
Databricks Generative AI FoundationCertified.pdfDatabricks Generative AI FoundationCertified.pdf
Databricks Generative AI FoundationCertified.pdf
 
Geometric constructions Engineering Drawing.pdf
Geometric constructions Engineering Drawing.pdfGeometric constructions Engineering Drawing.pdf
Geometric constructions Engineering Drawing.pdf
 
Basics of Relay for Engineering Students
Basics of Relay for Engineering StudentsBasics of Relay for Engineering Students
Basics of Relay for Engineering Students
 
Filters for Electromagnetic Compatibility Applications
Filters for Electromagnetic Compatibility ApplicationsFilters for Electromagnetic Compatibility Applications
Filters for Electromagnetic Compatibility Applications
 
Call for Papers - Journal of Electrical Systems (JES), E-ISSN: 1112-5209, ind...
Call for Papers - Journal of Electrical Systems (JES), E-ISSN: 1112-5209, ind...Call for Papers - Journal of Electrical Systems (JES), E-ISSN: 1112-5209, ind...
Call for Papers - Journal of Electrical Systems (JES), E-ISSN: 1112-5209, ind...
 
Passive Air Cooling System and Solar Water Heater.ppt
Passive Air Cooling System and Solar Water Heater.pptPassive Air Cooling System and Solar Water Heater.ppt
Passive Air Cooling System and Solar Water Heater.ppt
 
History of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & ModernizationHistory of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & Modernization
 
Introduction-to- Metrology and Quality.pptx
Introduction-to- Metrology and Quality.pptxIntroduction-to- Metrology and Quality.pptx
Introduction-to- Metrology and Quality.pptx
 
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
01-vogelsanger-stanag-4178-ed-2-the-new-nato-standard-for-nitrocellulose-test...
 
CLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference ModalCLOUD COMPUTING SERVICES - Cloud Reference Modal
CLOUD COMPUTING SERVICES - Cloud Reference Modal
 
Databricks Generative AI Fundamentals .pdf
Databricks Generative AI Fundamentals  .pdfDatabricks Generative AI Fundamentals  .pdf
Databricks Generative AI Fundamentals .pdf
 
Diploma Engineering Drawing Qp-2024 Ece .pdf
Diploma Engineering Drawing Qp-2024 Ece .pdfDiploma Engineering Drawing Qp-2024 Ece .pdf
Diploma Engineering Drawing Qp-2024 Ece .pdf
 
Circuit Breakers for Engineering Students
Circuit Breakers for Engineering StudentsCircuit Breakers for Engineering Students
Circuit Breakers for Engineering Students
 
Developing a smart system for infant incubators using the internet of things ...
Developing a smart system for infant incubators using the internet of things ...Developing a smart system for infant incubators using the internet of things ...
Developing a smart system for infant incubators using the internet of things ...
 
Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)
 

Phytoremediation of domestic sewage by Hibiscus Rosa and Catharanthus Roseus plants

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1181 Phytoremediation of domestic sewage by Hibiscus Rosa and Catharanthus Roseus plants Suma1, R.B.Gadag2 1Research Scholar, Civil Engineering Department, KLE Dr.M.S.S.C.E.T, Belagavi, Karnataka, India 2Associate professor, Civil Engineering Department, KLE Dr.M.S.S.C.E.T, Belagavi, Karnataka, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Due to rapid urbanization, mining activities, industrialization, etc. the water resources both surface and subsurface are getting polluted which is difficult to treat, recycle and the treatment requires high cost. The present study deals with the Phytoremediation for the domestic sewage treatment by Hibiscus Rosa and Catharanthus Roseus plant species. The volume of 0.027 m3 two plastic crates were used to plant the Hibiscus Rosa and Catharanthus Roseus in each separate crate. The vertical subsurface flow has been adopted in this study with two beds of aggregates andredsoil. The bed consist bottom layer of coarse aggregate with 12 mm size and 6 cm depth, middle layer of fine aggregate with 2.36 mm size and 6 cm depth, Top layer was filled with red soil of size 0.6 mm and 6 cm depth. The sewagesamplecollection was done on alternatives days of every week for 5 weeks. 10 liters per day of domestic sewage was fed to each plant species by maintaining the Hydraulic Retention time of 5hours. Thenthe physico-chemical characteristics of domestic sewage such as Turbidity, pH, TSS, BOD, COD, Nitrates and Sulphates were done before treatment and after the treatment and compared with the CPCB standards. Results showedthatcomparing with the Hibiscus Rosa plant; Catharanthus Roseus plant reduced the pollutants with better efficiency. Key Words: Domestic waste water, Water quality parameters, Phytoremediation, Hibiscus Rosa, Catharanthus Roseus, Hydraulic retention time. 1. INTRODUCTION Earth surface consists of 71% of water and these are distributed as 97.2% sea &ocean water,2.15%glaciers and other ice, 0.61% of ground water, 0.009% fresh water lakes, 0.008% inland seas,0.005%soilmoisture, 0.001% atmosphere and 0.0001% river. Surfacewater is available as oceans, rivers and streams, lakes and reservoirs. Surface water is mainly used for public supply and irrigation. Due to mining, livestock industries, urbanization and household activities the domestic water is getting polluted. Domestic sewage consists of large amount of dissolved and suspended pollutants, organic and inorganic matter. The organic matter mainly generates from food and vegetables wastes which also includes disease causing microbes. For cleaning of houses various substances are used which includes harmful chemicals. Once the domestic sewage enters thereceivingwaterbodiessuchaslakes, rivers or streams, the microorganisms start to decompose the organic wastes and the dissolved oxygen level in the sewage will get reduced due to metabolic activities [1]. Therefore, nowadays receiving water bodies are getting polluted due to direct discharge of sewage and by the various microbial activities in the contaminated sewage causes the eutrophication, and it also carries pathogens which will affect on swimming areas, agricultural land and irrigation.Variouspathogensand harmful chemicals kill the aquatic life andalgalblooms will form, which can suffocate for the fisheries. Hence to remove the pollutants such as BOD, COD, pH, Turbidity, TSS, Sulphates and Nitrates the Phytoremediation method is very much essential, this is less expensive and eco-friendly [1]. Phytoremediation is the process to remove or to break down the pollutants by using plants and trees. Phytoremediation is the use of plants to partially remediate selected contaminants in domestic sewage. For the remediation it utilizes the various plant biological processes and the physical characteristicsof plant. Phytoremediation is also called as vegetative remediation or green remediation and it varies with the different conditions, media, contaminants, and plants [1].
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1182 2. EXPERIMENTAL WORK. 2.1Experimental set up Figure -1: Experimental set up 2.2 Materials used Materials used for the experimental set up were: 1. Plastic crates of size 0.5 m×0.3 m×0.25 m were used for planting 2 types of plants. 2. The 20 liters capacity plastic buckets were used for fill the domestic sewage. 3. PVC perforated pipes of diameter 15 mm and 20 mm have been used for the distribution of wastewater and collection of treated wastewater respectively. 4. ½ inch plastic taps have been used for the purpose of distribution, collectionofuntreated and treated wastewater and Beakers. 2.3 Materials used for the bed construction Bed constructionconstitutes2layersofaggregatesand red soil in the plastic crates such as: 1. Bottom layer is filled with coarse aggregate of size 12 mm with volume of 9 kg, 6 cm depth. 2. Middle layer is filled with fine aggregate ofsize 2.36 mm with volume of 9 kg, 6 cm depth. 3. Top layer is filled with red soil of size 0.6 mm with volume of 9 kg, 6 cm depth and free board of 7cm is provided for each crate. 3. METHODOLOGY Firstly the aggregates and red soil are filled in the crates and the bed settling was allowed for 7 days with tap water. 60 days old plants of Hibiscus Rosa & Catharanthus Roseus were plantedintheeachseparate crate & fresh water was fed to the plants for 5 days. Each crate has 4 plants. Domestic sewage was collected of about 20-25 liters using composite sampling from Shivaji garden, Belagavi. The 10 liters of wastewater was poured in each bucket andthewastewaterwasmadetopasswith 15mm diameter PVC perforated pipes with 2mmholes spaced at 5cm. The 10 liters per day of sewage was made to flow slowly by maintaining a velocity of 0.1 meter/second for Hydraulic retention time of 5 hours. The 20mm PVC pipe of 0.45 m length with 3 mm spaced at 5cm is provided at the bottom of crate with 1% of slope to collect the percolated wastewater. The treated wastewater was analyzed and compared the result values with the CPCB standards. 4. RESULTS AND DISCUSSION The experimental result includes the wastewater quality parameters before and afterthetreatment.The parameters were such as turbidity, pH, TSS, BOD, COD, sulphates, nitrates. Weekly three trials had been done on alternate days and experiment was carriedoutfor5 weeks. The average of three trials is considered as one week result. The pollutants removal efficiency from wastewater treated with plants were compared with pollutants removal efficiency wastewater without plants i.e., bed efficiency. 15 trials were done till 5 weeks which includes results of both untreated and treated values. 4.1 Turbidity reduction in NTU 0 20 40 60 80 100 120 140 Domestic sewage Hibiscus Rosa Catharanthus Roseus TurbidityReductioninNTU Wastewater samples before & after phytoremediation treament 1st week 2nd week 3rd week 4th week 5th week Fig -2: Turbidity reduction
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1183 Fig.2. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in turbidity concentration values in NTU before and after the treatmentwascorrespondingtoY-axis.Theturbidityof wastewater before treatment was in the range of 110- 125 NTU. With the Hibiscus Rosa plant the reduction of turbidity was up to 30-50 NTU and with Catharanthus Roseus was up to 25-43 NTU. Hence the Catharanthus Roseus plant was showing better efficiency to remove turbidity than Hibiscus Rosa plant. 4.2 pH variation 6.4 6.6 6.8 7 7.2 7.4 7.6 7.8 Domestic sewage Hibiscus Rosa Catharanthus Roseus pHvalues Wastewater samples before& afterphytoremediation treatment 1st week 2nd week 3rd week 4th week 5th week Fig-3: pH variation Fig.3. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding X-axis. Variation in the pH for the domestic sewage before treatmentandaftertreatment with the plants Hibiscus Rosa and Catharanthus Roseus corresponding Y- axis. It shows that pH variation, which were within the limit of CPCB standards i.e., pH must be 5.5-9.0. 4.3 TSS reduction in mg/L 0 100 200 300 400 500 Domestic sewage Hibiscus Rosa Catharanthus Roseus TSSReductioninmg/L Wastewater samples before & after phytoremediation treatment 1st week 2nd week 3rd week 4th week 5th week Fig-4: TSS reduction Fig.4. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in TSS concentration values in mg/L before and after the treatment was corresponding to Y-axis. As per CPCB standards the TSS must be less than 200 mg/L. Figure 4.29 shows that TSS before treatment was 350-450 mg/L and after the treatment Catharanthus Roseus plant showing better results with reduction of TSS up to 125-160 mg/L which was lies within the CPCB standards. 4.4 BOD reduction in mg/L 0 20 40 60 80 100 120 140 Domestic sewage Hibiscus Rosa Catharanthus Roseus BODReductioninmg/L Wastewater samples before & after phytoremediation treatment 1st week 2nd week 3rd week 4th week 5th week Fig.5. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in BOD concentration values in mg/L before and after the treatment was corresponding to Y-axis. As per CPCB standards the BOD must belessthan100mg/Lforland irrigation discharge. The BOD value of domestic wastewater was found to be between 120-135 mg/L before the treatment. BOD reduction of Hibiscus Rosa plant was found that 44-58 mg/L and of Catharanthus Roseus plant was 35-45 mg/L. Hence the BOD results were well within the CPCB standards after the treatment and therefore the domestic wastewater can be discharged for land irrigation. Fig-5: BOD reduction
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1184 4.5 COD reduction in mg/L 0 50 100 150 200 250 300 350 Domestic sewage Hibiscus Rosa Catharanthus Roseus CODReductioninmg/L Wastewater samples before & after phytoremediation treament 1st week 2nd week 3rd week 4th week 5th week Fig-6: COD reduction Fig.6. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in COD concentration values in mg/L before and after the treatment was corresponding to Y-axis. As per CPCB standards the COD must be less than 250 mg/L for discharge. The COD value found before treatment of wastewater was in the range of 220-350 mg/L and after the treatment it was in the range of 180 mg/L for Hibiscus Rosa and Catharanthus Roseus plant reduced the COD up to 100 mg/L respectively. Hence the COD results were well within the CPCB standards therefore the wastewater was suitable to discharge for land irrigation. 4.6 NITRATES reduction in mg/L 0 10 20 30 40 50 60 70 80 Domestic sewage Hibiscus Rosa Catharanthus Roseus NitrateReductioninmg/L Wastewater samples before & after phytoremediation treatment 1st week 2nd week 3rd week 4th week 5th week Fig-7: Nitrates reduction Fig.7. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in nitrate concentration values in mg/L before and after the treatment was corresponding to Y-axis. Nitrate in wastewater cannot be recognized easily because it is colorless, odorless and tastelessparameter.Nitrateion is a stable and highly soluble therefore it is very difficult to remove from the wastewater. Presence of high concentration of nitrateswillformthealgalbloom in the receiving water bodies. Before wastewater treatment nitrates concentration in wastewater was 65-70 mg/L. Hibiscus Rosaplant reduced nitratesupto 40-45 mg/L and CatharanthusRoseusplantreducedup to 30-35 mg/L. 4.7 SULPHATES reduction in mg/L 0 200 400 600 800 1000 1200 1400 1600 Domestic sewage Hibiscus Rosa Catharanthus Roseus SulphateReductioninmg/L Wastewater samples before& afterphytoremediation treatment 1st week 2nd week 3rd week 4th week 5th week Fig-8: Sulphates reduction Fig.8. illustrates that the treatment for domestic sewage by Hibiscus Rosa and Catharanthus Roseus was corresponding to X-axis. Reduction in sulphate concentration values in mg/L before and after the treatment was corresponding to Y-axis. Sulphates before treatmentitwas1300mg/Landaftertreatment with both plants it was 580-600mg/LforHibiscusRosa and 450-500 mg/L for Catharanthus Roseus plants respectively. 5. CONCLUSIONS The study included the Phytoremediation of domestic wastewater using Hibiscus Rosa and Catharanthus Roseus plants. 1. The cost of treatment for domestic sewage is high, there is a need for cost effective treatment. Phytoremediation is well suitable for treatment of domestic sewage which reduces the cost and this method is eco-friendly.
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 01 | Jan -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1185 2. Before treatment from analysis the domestic sewage results shows that some parameters were above the permissiblelimitsuchasTurbidity-125 NTU, pH-5.91,TSS-320mg/L,BOD-110 mg/L, COD-250 mg/L, Nitrates-70.68 mg/L, Sulphates-1328.5 mg/L for land discharge for irrigation. Hence there is a need of treatment for domestic sewage before discharge. 3. Hibiscus Rosa reduced the turbidity up to 62% and Catharanthus Roseus reduced 67.8% of turbidity. 4. The pH variation of domestic sewage was found between 5.9 to 8. Hence the pH values were within the limit. 5. The efficiency of TSS removalfoundfor Hibiscus Rosa was 46% and for Catharanthus Roseus was found to be 64% respectively. 6. The BOD3 reduction of Hibiscus Rosa andCatharanthusRoseuswerefoundas 61% and 68% respectively. 7. Hibiscus Rosa reduced sulphates up to 56% and Catharanthus Roseusreduced 63%. 8. The removal efficiency of nitratesfrom domestic sewage by Hibiscus Rosa was found 40.7% and by Catharanthus Roseus 47% respectively. Algaegrowth can be reduced by the removal of nitrates from plants. 9. The removal efficiency of pollutants by Catharanthus Roseus plant showed better results than the Hibiscus Rosa plant. Hence for the treatment of domestic sewage by Phytoremediation method Catharanthus Roseus plant is more suitable. REFERENCES 1. Shilpa Kampli, Pradeepkumar.M.Singa, Arjun S.Virupakshi,“Characterization of Bellary nala and its impacts on soil and crops”, International Research Journal of Engineering and Technology, 2015, Vol. 02, pp. 1085-1088. 2. Motoyuki Asada & Etsuko Kaimi,“Remediation techniques use plants- Phytoremediation- Prospects of practical applications”, paper publication,http://www.apecvc.or.jp/e/modul es/tinyd00/index.php?id=49&kh_open_cid_00 =44. 3. Kavya S Kallimani & Arjun S Virupakshi, “Comparison study on treatment of campus wastewater by constructed wetlands using canna indica & phragmites austrails plants”, International Research Journal of Engineering and Technology, 2015, Vol. 02, pp. 44-50. 4. ErkanKalipci,“Investigationofdecontamination effect of Phragmites australis for Konya domestic wastewater treatment”, Journal of MedicinalPlantsResearch,2011,Vol.5(29),pp. 6571-6577. 5. Hossein Rezaie & Mohsen Salehzadeh, “Performance Removal Nitrate and Phosphate from Treated Municipal Wastewater Using Phragmites Australis and Typha Latifolia Aquatic Plants”, Journal of Civil Engineering and Urbanism, 2014, Vol. 4, pp. 315-321. 6. G. Badalians Gholikandia & M. Moradhasseli,R. Riahi,“Treatment of domestic wastewater in a pilot-scale HSFCW in West Iran”, Desalination, 2008, Vol. 248, pp. 977-987. 7. Anwaruddin Ahmed Wurochekke, NurulAzma Harun, Radin Maya Saphira Radin Mohamed and Amir Hashim Bin Mohd. Kassim, “Constructed Wetland of Lepironia Articulata for Household Greywater Treatment”, APCBEE Procedia, 2014, Vol. 10, pp. 103-109. 8. C.A. Prochaska & A.I. Zouboulis, “Treatment performancevariationatdifferentdepthswithin vertical subsurface-flow experimental wetlands fed with simulated domestic sewage”, Desalination, 2008, Vol. 237, pp. 367-377. 9. Guang Sun, Yongsheng Ma, Ran Zhao, “Studyon Purification Efficiencyof Sewage in Constructed Wetlands with Different Plants”, World Rural Observations, 2009, Vol. 1(2), pp. 35-39. 10. M.G.Healy, M.Rodgers, J.Mulqueen,“Treatment of dairy wastewater using constructedwetlands and intermittent sand filters”, Bio resource Technology, 2007, Vol. 98, pp. 2268-2281