SlideShare a Scribd company logo
1 of 11
Download to read offline
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
DOI:10.5121/civej.2016.3214 155
SOLVENT EXTRACTION AND ADSORPTION
TECHNIQUE FOR THE TREATMENT OF
PESTICIDE EFFLUENT
Aswathy Rajan1
, Sanju Sreedharan2
and Dr.V.Babu3
1
Department of Civil Engineering, SSET, Cochin2
Associate Professor, Department of Civil Engineering, SSET
3
Development Chemist, Hindustan Insecticide Limited, Cochin
ABSTRACT
Solvent extraction and adsorption techniques are effective methods for the removal of pesticides like DDT
and Dicofol from the waste water. Study was conducted using 3 different solvents- Ethylene dichloride
(EDC), Monochlorobenzene (MCB) and Hexane to optimise parameters like effluent to solvent ratio,
agitation speed, agitation time and settling time to attain maximum removal of pesticides by solvent
extraction process. MCB was found to be the best solvent when compared to other two solvents using the
optimised parameters. The activated carbon (8 x30) is an effective adsorbent for the removal of DDT and
Dicofol. The material have good adsorptive capacity and follows Freundlich model. The optimum
adsorbent dose was observed as 2 gm/100ml and optimum contact time needed to reach the equilibrium
was observed as 3 hr. Column study was conducted with the synthetic effluent after solvent extraction.
Combination of solvent extraction process and adsorption technique was very effective for the removal of
Dicofol and DDT with an efficiency of 99 % and 97 % respectively.
KEYWORDS
DDT, Dicofol, Solvent extraction, Pesticide Effluent, Activated Carbon
1. INTRODUCTION
Pesticide pollution in surface and ground water has become a major problem today. India is the
largest producer of pesticides in Asia and ranks twelfth in the world for its usage. Pesticides can
have many benefits and lead to better crop harvests. They can also help to limit the health dangers
that insects carrying diseases pose to humans. But indiscriminate use of pesticides becomes
harmful to environment as well as to human being. They are persistent organic pollutant and
accumulate in fatty tissues. Proper treatment methods are essential before the discharge of
pesticide containing effluent from industries to yield rapid improvement in water quality and
thereby protect human and aquatic life. For a pesticide manufacturing industry, recovery
processes like solvent extraction is efficient since it recover one or more wastewater constituents.
The recovered chemical value helps to offset the cost of treatment or can even provide a net
benefit [1]. In solvent extraction process, there may be three major operations. First is the
extraction in which the solute is transferred from water to the solvent. The second is the solute
removal stage in which the solute is separated from the solvent and the solvent is recycled to the
extractor. Third is the solvent recovery stage in which the solvent may be removed from the
wastewater raffinate [2]. Adsorption is one of the most effective processes of advanced
wastewater treatment technologies that industry and academic researchers widely employ for
removal of various pollutants. Activated carbon is one among the most widely investigated
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
156
adsorbent in water treatment process [3]. It is a surface based process in which the adsorbate is
held onto the surface of adsorbent by Vander waals forces. It may also occur due to electrostatic
attraction and chemical bonding. It is one of the well-known method used in the removal of
hazardous compounds from polluted waters [4, 5, 6]. But it is too expensive for concentrated
waste water because of high bed loading involved; such cases would require either a large bed
(high capital investment) or frequent regeneration (high operating cost)[1]. Therefore the
combination of solvent extraction process and adsorption technique could be very effective in
removing pesticides from pesticide containing effluent.
2. MATERIALS AND METHODS
2.1. Solvent Extraction
2.1.1. Preparation of Synthetic Effluent
Synthetic effluent containing DDT and Dicofol were prepared from the stock solution of 100 ppm
each. 20.15 ml of 100 ppm standard DDT stock solutions and 4.6 ml of 100ppm standard Dicofol
stock solutions prepared are pipetted in calibrated 5L flask, which was then diluted to the mark
with distilled water to obtain the concentrations 403 ppb and 93 ppb of Dicofol and DDT
respectively. This was used for the study of removal of pesticides using solvent extraction. The
quantification of the pesticides were performed with Agilent Gas Chromatograph (GC) fitted with
electron capture detector [ECD]. Three different solvents selected for the study were Ethylene
dichloride (EDC), Monochlorobenzene (MCB) and Hexane.
2.1.2. Experimental Procedure
The experimental work for this study was carried out at a lab scale reactor. Synthetic effluent and
solvents were taken in a round bottom flask and was agitated using an agitator. After agitation,
the mixture was transferred to a separating funnel for settling and the solvent occupied upper or
lower layer based on its specific gravity. After providing the necessary settling time, the synthetic
effluent is separated from the solvent and DDT and Dicofol were extracted from this aqueous
solutions using n-hexane .The extracts were then used for quantification of DDT and Dicofol by
gas chromatography using electron capture detector. The solvent can be reused after distillation.
This procedure is same for all the three solvents for optimising the parameters like agitation
speed, effluent to solvent ratio, agitation time and settling time.
2.2. Adsorption
2.2.1. Materials
The granular activated carbon supplied by M/s. Indo German Company, Cochin was used for this
study. These are produced from selected grades of quality coconut shell charcoal so as to have
high density, high surface area and low ash content. Two different type of carbon considered
were: 12 x 40 US MESH and 8 x 30 US MESH.
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
157
2.2.2. Experimental Methods.
The carbon was washed thoroughly with distilled water to remove the fine particles. The washed
carbon dried at 110 ºC for 10 hours and cooled in a desiccator to room temperature was used
Batch experiments were performed using a series of sample bottles of 500ml capacity with glass
stoppers and 100ml of distilled water was taken in each of the bottles. The sample bottles
containing pesticides spiked synthetic water samples of 1000 µg/l concentration and the
adsorbents were shaken on a mechanical shaker at 150 rpm. The experiments are conducted for
duration of 2 hrs and then analysed in gas chromatography for the quantification of DDT and
Dicofol for the selection of suitable adsorbent and for the optimisation of amount of carbon for
the adsorption studies.
Kinetic study was carried out using the same procedure as that of the selection of suitable
adsorbent for the studies but the experiments was carried out with the optimum amount of
adsorbent and conducted for a duration of 24 hrs at room temperature and the samples were
collected every 30 min up to first 120 min, then every 60 min up to 360 min and final sample
were collected at 12 hrs and 24 hrs. Adsorption studies were also conducted for the development
of adsorption isotherms under same experimental condition (pH-6.5, adsorbent size-8 x 30 and
temperature – room temperature). For this, batch experiments were conducted using Erlenmeyer
flasks of 500 ml capacity with glass stoppers used in all the experiments. Pesticides spiked
synthetic water samples of 0.2, 0.4, 0.6, 0.8, 1, 1.2, 1.4, 1.6, 1.8 and 2 mg/100 ml concentration
were taken in different bottles and optimum amount of carbon was added to each of the bottle.
The sample bottles were shaken on a mechanical shaker at 150 rpm. After required equilibrium
time, the samples were withdrawn from the shaker and extracted for analysis.
Finally, column study was conducted with the synthetic effluent which was treated by solvent
extraction process using the best solvent selected. The column was made of sintered glass which
had diameter of 1.5 cm and 70 cm length. Column was packed with the selected activated carbon
above a perforated supporting grid. The particles were first soaked in distilled water to avoid
entrapping of air bubbles inside carbon particles and agitated until no air bubbles were detected in
the solution. Synthetic effluent was allowed to pass through the column downwards from an
overhead separating funnel of capacity 2 litre. Flow to the column was adjusted by operating a
valve at the bottom of the separating funnel. The flow from the separating funnel was turned on at
time zero and the column was allowed to fill up to the top level of the carbon bed and bottom
valve of the glass column was adjusted to get the desired out flow. The study was conducted by
filling carbon up to a depth of 50 cm and with a fixed flow rate of 1 ml/min. Samples were
collected at regular time intervals and tested for the pesticides present in the solution after
adsorption
3. RESULTS AND DISCUSSIONS
3.1. Results of Solvent Extraction Studies
3.1.1. Study on Optimization of Agitation speed
Three different agitation speeds were taken- 50 rpm, 80 rpm and 120 rpm to study the effect of
agitation speed in solvent extraction process. 80 rpm was observed to be the optimum agitation
speed as there was phase separation occurring between the two layers, the formation of emulsion
was less and proper mixing of synthetic effluent and solvent took place.
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
158
3.1.2. Study on Optimization of Effluent to Solvent Ratio
The study of synthetic effluent to solvent ratio on the extraction of pesticides from synthetic
effluent was carried out by varying the synthetic effluent to solvent ratios from 10:1 to 10:3. This
study was done at room temperature with optimised agitation speed and other parameters kept
constant.
Figure1. Pesticide concentration corresponding to different volumes of solvent
From figure 1: it was observed that increase in the volumes of solvent increases the extraction of
pesticides from the synthetic effluent and it was found that optimum effluent to solvent ratio for
EDC, MCB and Hexane were 10:2, 10:1.5 and 10:2.5 respectively. After these ratios, extraction
had almost reached the saturation value. Therefore, when effluent to solvent ratio was considered,
MCB was found to be the best solvent as it required only 150 ml of solvent for 1 litre of synthetic
effluent when compared to the other two solvents.
3.1.3. Study on Optimization of Agitation Time
The study of agitation time on the extraction of pesticides from synthetic effluent was carried out
by varying the agitation time from 10 min to 2 hr. This study was done at room temperature with
optimised agitation speed and optimised effluent to solvent ratio and the other parameters kept
constant.
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
159
Figure 2. Pesticide concentration corresponding to different agitation time
From Figure 2, it was observed that increase in agitation time increases the extraction of
pesticides. For DDT and Dicofol, optimum agitation time was found to be 45 min when EDC and
MCB were used and 1 hr for hexane. After this time, extraction of pesticides had almost reached
the saturation value.
3.1.4. Study on Optimization of Settling Time
The study of settling time on the extraction of pesticides from synthetic effluent was carried out
by varying the settling time from 10 min to 2 hr. This study was done at room temperature with
optimised agitation speed, optimised effluent to solvent ratio and optimised agitation time. From
Figure 3, it was observed that increase in settling time increased the extraction of pesticides.
Optimum settling time was found to be 1 hr for all the 3 solvents. After this time, extraction of
pesticides had almost reached the saturation value. Percentage removal of Dicofol and DDT using
three solvents with optimised parameters are shown in figure 3.
Figure 3. Pesticide concentration corresponding to different settling time
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
160
Based on the optimisation study using different solvents like ethylene dichloride,
monochlorobenzene and hexane with different parameters like agitation speed, effluent to solvent
ratio, agitation time and settling time, it was observed that monochlorobenzene was found to be
the best solvent with a percentage reduction of 94.54 % and 89.2 % for Dicofol and DDT
respectively, which was higher than that of the other two solvents. Comparison of percentage
removal using three different solvents with optimised parameters is shown in figure 4.
Figure 4. Percentage removal of Dicofol and DDT using three solvents with optimised parameters
3.2. Results of Adsorption Technique
3.2.1. Selection of Suitable Adsorbent
The percentage removal of Dicofol and DDT using activated carbon (8 x 30 US MESH) were
92.61 % and 92.51 % respectively which was higher than that of activated carbon (12 x40 US
MESH ). Therefore, 8 x 30 grade activated carbon was found to be a good adsorbent and was
selected for further studies.
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
161
Figure 5. Percentage of adsorption of pesticides using different forms of activated carbon
3.2.2. Optimisation of Amount of Carbon.
Figure 6.Percentage adsorption of Dicofol and DDT corresponding to different amount of carbon
Optimisation of amount of carbon was done by varying the carbon amount from 0.5 gm to 2.5 gm
and it was observed that 2 gm was found to be the optimum amount of carbon with percentage
removal of 94.67 % and 95.41 % for Dicofol and DDT respectively.
3.2.3. Kinetic Studies
Kinetic studies were done to obtain the equilibrium time. The study was conducted for duration of
24 hours with the influent concentration of 1 mg/l. It was found that the percentage of adsorption
increases with increase in time and equilibrium was reached at 3 hr for both Dicofol and DDT. A
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
162
major part of adsorption took place at 1-3 hr after which removal rate was decreased. . Activated
carbon (8 x 30) removes 99.38 % of pesticides from water in 24 hr of study because of its large
surface area.
Figure 7. Kinetic curve for Dicofol and DDT using activated carbon (8 x 30)
3.2.4. Adsorption Studies
Langmuir and Freundlich isotherm models were used to describe equilibrium isotherm of
adsorption process. Values of Freudlich and Langmuir isotherm constants are shown in table 1.
R2
value is statistical measure of how close the data to the fitted regression line. K is constant
indicative of adsorption capacity of the adsorbent (mg/g (L/mg)1/n), 1/n indicates the intensity of
adsorption, C is equilibrium concentration (mg/L)[7]. If n lies between one and ten, this indicates
a favourable sorption process [8]. For Freundlich isotherm model, linear regression
coefficient (R2
) for Dicofol and DDT were 0.9031 and 0.9034 respectively. Since R2
value is near
to unity and n>1, Freundlich model best fits the experimental results
Table 1. Correlation coefficients and constants with respect to adsorption equilibrium models
3.2.5. Column Study
Column study was conducted to evaluate the capacity of (8 x 30) granular activated carbon for
removing pesticides from the synthetic effluent which had been treated by solvent extraction
process using the solvent- MCB. Influent concentration of Dicofol and DDT were 21.975 ppb and
10.044 ppb respectively. Study was conducted for a duration of 24 hrs and at 24 hr, concentration
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
163
of dicofol and DDT were only 3.65 and 1.983 respectively when the allowed limit was 100
microgram and 10 microgram respectively. Adsorption technique alone had a percentage
reduction of 83.39% and 80.25 % for Dicofol and DDT respectively. Hence the activated carbon
(8 x 30) was a good adsorbent and is very efficient in removing pesticides from water. Pesticide
concentration at different stage of treatment is shown in the table 2.
Table 2. Concentration of pesticides after solvent extraction and adsorption technique
3.2.6. SEM Images.
Samples of adsorbent were taken before and after adsorption and were analyzed using a scanning
electron microscope [SEM] in order to confirm pesticides adsorption in activated carbon, The
SEM photographs of adsorbents before and after adsorption are shown in figures 8 and 9. From
the figures, it is clear that there is significant change in the appearance of the adsorbent surface.
Figure 8. SEM image of activated carbon before pesticide adsorption.
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
164
Figure 9. SEM image of activated carbon after pesticide adsorption.
4. CONCLUSION
The present study was conducted for the estimation of removal efficiencies of the pesticides
Dicofol and DDT using solvent extraction and adsorption technique. In solvent extraction
process, 3 solvents like monochlorobenzene (MCB), Ethylene dichloride (EDC) and hexane were
selected for the optimisation study as these solvents are easily available and economical. These
solvents can be reused after distillation process and therefore overall cost of the treatment is less.
The parameters considered in the optimisation studies were agitation speed, agitation time,
effluent to solvent ratio and settling time. By considering all these parameters for all the three
solvents, MCB was found to be the best solvent as it had higher percentage removal efficiency of
about 94.54 % and 89.2 % for Dicofol and DDT respectively.During adsorption study, three types
of activated carbon( 8x 30, 12 x 40, and -100 US MESH) were selected, out of which activated
carbon (8 X 30) was identified as the best adsorbent for the adsoption study. Optimised amount of
carbon was found to be 2 gm/100 ml. Kinetic study was conducted for determining the
equilibrium time required for the maximum adsorption of the pesticides (Dicofol and DDT) in
8x30 granular activated carbon. The optimum time for adsorption was found to be 3 hrs each for
Dicofol and DDT.
The well-known Freundlich and Langmuir isotherm were applied for the equilibrium adsorption
data and various isotherm parameters were evaluated. Among the two isotherms, Freundlich best
fits the experimental results and shows that the adsorption is progressive. A column study was
also conducted using the selected activated carbon as tertiary treatment after solvent extraction to
test the scope for complete removal of pesticides. After column study, concentration of pesticide
effluent after solvent extraction can be brought down from 21.97 ppb to 3.65 ppb for Dicofol and
10.04 ppb to 1.98 ppb for p.p’-DDT. Thus the concentration of pesticide was within the
Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016
165
permissible limit after adsorption technique when the allowed limit of Dicofol and DDT were 100
ppb and 10 ppb respectively. Therefore, the activated carbon (8 x 30) was a good and efficient
adsorbent for the removal of above pesticides from water. Data obtained in this study indicates
that the process of solvent extraction alone can’t bring the pesticide concentration within the
permissible limit, but the combination of solvent extraction process and adsorption technique can
achieve a higher removal efficiency of 99.09% for Dicofol and 97.86 % for DDT.
ACKNOWLEDGEMENTS
I extend my sincere thanks to Unit Head, all staffs in R & D and other departments of Hindustan
Insecticide Limited, Kochi for their timely help and support throughout the project. Also, I thank all
the teachers of SCMS School of Engineering and Technology, Karukutty, Kochi.
REFERENCES
[1] EPA, "Solvent Extraction Of Wastewater From Acetic Acid Manufacture", April 1980, EPA600/2-80
- 064
[2] Kiezyk and Mackay (1971) ―Waste water treatment by solvent extractionǁ, The Canadia Journal of
Chemical Engineering, Volume 49, Issue 6, pages 747–752.
[3] Rao, Reddy , Venkateswarlu , Seshaiah (2009) ―Removal of mercury from aqueous solutions using
activated carbon prepared from agricultural byproduct/waste” J Enviro Manage 90: 634-643.
[4] Gupta V.K and Imran A (2001), ―Removal of DDD and DDE from waste water using baggasses fly
ash sugar industry wasteǁ, Water Res., 35, 33e-40
[5] Gupta V.K, Jain C.K, Imran A. and Chanda S (2002) ―Removal of Lindane and malathion from
waste water using baggaaae fly ash : A sugar industry wasteǁ Water Res.,3, 2483e-2490.
[6] Sheha R.R and Metwally E (2009) “Equilibrium isotherm modeling of cesium adsorption onto
magnetic materialsǁ, J. Hazard. Mater., 143, 354–361
[7] Muhammad Zahoor (2013) ―Removal of Pesticides from Water Using Granular Activate Carbon and
Ultrafiltration Membrane—A Pilot Plant Studyǁ, Journal of Encapsulatio and Adsorption Sciences, pp
71-76.
[8] Goldberg ―Equations and Models Describing Adsorption Processes in Soilsǁ, Soil Science
Society of America, 677 S. Segoe Road, Madison, WI 53711, USA, Chemical Processes in Soils.
SSSA Book Series (2005) no. 8.
AUTHORS
Aswathy Rajan – Completed B Tech in Civil Engineering from Saintgits College of
Engineering, Pathamuttom, Kottayam and pursuing M Tech in Environmental
Engineering from SCMS School of Engineering And Technology, Karukutty, Cochin.
Sanju Sreedharan, has been working as Faculty, in Civil Engineering Department of
SCMS School of Engineering and Technology, Karukutty, Kerala since 2005. For the
last 3 years, she is also associated with SCMS Water Institute – a research and
consultancy centre on water. She had completed, B Tech Degree in Civil Engineering
and M Tech Degree in Environmental Engineering from Govt. Engineering College, Thrissur and currently
pursuing PhD Degree in Civil- Environmental Engineering at School of Engineering, CUSAT, Kochi.
Dr. V. Babu – Working as a Development Chemist in R & D Department, Hindustan Insecticide Limited,
Cochin. Completed Phd from CUSAT and have 27 years R & D experience in Hindustan Insecticide
Limited, Cochin.

More Related Content

What's hot

55 69%20 ahmed
55 69%20 ahmed55 69%20 ahmed
55 69%20 ahmedEmmiEzz22
 
Payal phd slides final1 [autosaved]
Payal  phd slides final1 [autosaved]Payal  phd slides final1 [autosaved]
Payal phd slides final1 [autosaved]payaljain273589
 
A comparative study and kinetics for the removal of hexavalent
A comparative study and kinetics for the removal of hexavalentA comparative study and kinetics for the removal of hexavalent
A comparative study and kinetics for the removal of hexavalentAlexander Decker
 
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...IJERD Editor
 
Parametric Studies on Detergent Using Low Cost Sorbent
Parametric Studies on Detergent Using Low Cost SorbentParametric Studies on Detergent Using Low Cost Sorbent
Parametric Studies on Detergent Using Low Cost SorbentIOSR Journals
 
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...IRJET Journal
 
IRJET- Preparation of Activated Carbon from Polystyrene
IRJET- Preparation of Activated Carbon from PolystyreneIRJET- Preparation of Activated Carbon from Polystyrene
IRJET- Preparation of Activated Carbon from PolystyreneIRJET Journal
 
Screening and acclimation of efficient simultaneous nitrification and denitri...
Screening and acclimation of efficient simultaneous nitrification and denitri...Screening and acclimation of efficient simultaneous nitrification and denitri...
Screening and acclimation of efficient simultaneous nitrification and denitri...IJERA Editor
 
Oily wastewater treatment using polyamide thin film composite membrane
Oily wastewater treatment using polyamide thin film composite membraneOily wastewater treatment using polyamide thin film composite membrane
Oily wastewater treatment using polyamide thin film composite membraneMedhat Elzahar
 
06.03.14 Presentation by Yue Liu
06.03.14 Presentation by Yue Liu06.03.14 Presentation by Yue Liu
06.03.14 Presentation by Yue LiuYue Liu
 
Defluoridation of drinking water using low cost bioadsorbents
Defluoridation of drinking water using low cost bioadsorbentsDefluoridation of drinking water using low cost bioadsorbents
Defluoridation of drinking water using low cost bioadsorbentsDayal Kurian
 
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...IJERA Editor
 
Application of response surface methodology for biosorption of reactive dyes ...
Application of response surface methodology for biosorption of reactive dyes ...Application of response surface methodology for biosorption of reactive dyes ...
Application of response surface methodology for biosorption of reactive dyes ...IJLT EMAS
 
Removal of chromium (vi) by activated carbon derived from mangifera indica
Removal of chromium (vi) by activated carbon derived from mangifera indicaRemoval of chromium (vi) by activated carbon derived from mangifera indica
Removal of chromium (vi) by activated carbon derived from mangifera indicaeSAT Publishing House
 

What's hot (19)

55 69%20 ahmed
55 69%20 ahmed55 69%20 ahmed
55 69%20 ahmed
 
Safranine presentation
Safranine presentationSafranine presentation
Safranine presentation
 
Payal phd slides final1 [autosaved]
Payal  phd slides final1 [autosaved]Payal  phd slides final1 [autosaved]
Payal phd slides final1 [autosaved]
 
A comparative study and kinetics for the removal of hexavalent
A comparative study and kinetics for the removal of hexavalentA comparative study and kinetics for the removal of hexavalent
A comparative study and kinetics for the removal of hexavalent
 
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...
 
Parametric Studies on Detergent Using Low Cost Sorbent
Parametric Studies on Detergent Using Low Cost SorbentParametric Studies on Detergent Using Low Cost Sorbent
Parametric Studies on Detergent Using Low Cost Sorbent
 
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...
IRJET- Improvement of Sludge Reduction Efficiency of Ozonation by Microbubble...
 
IRJET- Preparation of Activated Carbon from Polystyrene
IRJET- Preparation of Activated Carbon from PolystyreneIRJET- Preparation of Activated Carbon from Polystyrene
IRJET- Preparation of Activated Carbon from Polystyrene
 
Screening and acclimation of efficient simultaneous nitrification and denitri...
Screening and acclimation of efficient simultaneous nitrification and denitri...Screening and acclimation of efficient simultaneous nitrification and denitri...
Screening and acclimation of efficient simultaneous nitrification and denitri...
 
Am04605271282
Am04605271282Am04605271282
Am04605271282
 
Heavy metals remediation in stale foundry effluent with Activated Charcoal-250
Heavy metals remediation in stale foundry effluent with Activated Charcoal-250Heavy metals remediation in stale foundry effluent with Activated Charcoal-250
Heavy metals remediation in stale foundry effluent with Activated Charcoal-250
 
Oily wastewater treatment using polyamide thin film composite membrane
Oily wastewater treatment using polyamide thin film composite membraneOily wastewater treatment using polyamide thin film composite membrane
Oily wastewater treatment using polyamide thin film composite membrane
 
Plasma Technology
Plasma TechnologyPlasma Technology
Plasma Technology
 
06.03.14 Presentation by Yue Liu
06.03.14 Presentation by Yue Liu06.03.14 Presentation by Yue Liu
06.03.14 Presentation by Yue Liu
 
Defluoridation of drinking water using low cost bioadsorbents
Defluoridation of drinking water using low cost bioadsorbentsDefluoridation of drinking water using low cost bioadsorbents
Defluoridation of drinking water using low cost bioadsorbents
 
Microwave
MicrowaveMicrowave
Microwave
 
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...
Removal of Cu(II) Ions from Aqueous Solutions by Adsorption Onto Activated Ca...
 
Application of response surface methodology for biosorption of reactive dyes ...
Application of response surface methodology for biosorption of reactive dyes ...Application of response surface methodology for biosorption of reactive dyes ...
Application of response surface methodology for biosorption of reactive dyes ...
 
Removal of chromium (vi) by activated carbon derived from mangifera indica
Removal of chromium (vi) by activated carbon derived from mangifera indicaRemoval of chromium (vi) by activated carbon derived from mangifera indica
Removal of chromium (vi) by activated carbon derived from mangifera indica
 

Viewers also liked

STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSE
STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSESTABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSE
STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSEcivej
 
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...civej
 
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTAR
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTARROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTAR
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTARcivej
 
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...civej
 
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...civej
 
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER civej
 
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...civej
 
Civej
CivejCivej
Civejcivej
 
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...civej
 
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEW
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEWWARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEW
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEWcivej
 
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...civej
 
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...civej
 
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...civej
 
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...civej
 
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING civej
 
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADING
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADINGRESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADING
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADINGcivej
 
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...civej
 
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...civej
 

Viewers also liked (18)

STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSE
STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSESTABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSE
STABILITY ASSESSMENT OF STEEL MOMENT FRAMES AGAINST PROGRESSIVE COLLAPSE
 
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...
 
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTAR
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTARROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTAR
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTAR
 
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...
ASSESSING THE EFFECTS OF SPATIAL INTERPOLATION OF RAINFALL ON THE STREAMFLOW ...
 
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...
SOCIAL AND HEALTH FACILITIES: HEALTH POST PLANNING FOR A NEW CONSTRUCTIVE SYS...
 
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER
MODIFICATION OF RAIN WATER HARVESTING PIT TO NEUTRALIZE ACIDIC pH OF RAIN WATER
 
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...
FINITE ELEMENT ANALYSIS OF RIGID PAVEMENT USING EVERFE2.24& COMPARISION OF RE...
 
Civej
CivejCivej
Civej
 
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...
The Effect of the Use of Mineral Additives on Early and Advanced Age Compress...
 
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEW
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEWWARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEW
WARM MIX ASPHALT INVESTIGATION ON PUBLIC ROADS-A REVIEW
 
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...
THERMAL PROPERTIES OF INDIAN MUNICIPAL SOLID WASTE OVER THE PAST, PRESENT AND...
 
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...
STUDY ON BEHAVIOUR OF COMPRESSION MEMBER WITH BAMBOO AS REINFORCEMENT AND COC...
 
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...
 
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...
Soil Biotechnology to Treat Nazafgarh Drain Water before Disposal into River ...
 
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING
PERFORMANCE AND RATING OF RESIDENTIAL GREEN BUILDING
 
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADING
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADINGRESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADING
RESPONSE OF GROUND SUPPORTED CYLINDRICAL TANKS TO HARMONIC LOADING
 
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...
DEFINING LOCAL CONCEPT OF URBAN RAIL STATION AREA DEVELOPMENT THROUGH BEST PR...
 
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...
INFLUENCE OF LEADERSHIP TRAITS ON TEAM PERFORMANCE AS CORRELATES OF SUCCESS I...
 

Similar to SOLVENT EXTRACTION AND ADSORPTION TECHNIQUE FOR THE TREATMENT OF PESTICIDE EFFLUENT

D047021030
D047021030D047021030
D047021030inventy
 
Residuos de flores como adsorventes de bajo costo
Residuos de flores como adsorventes de bajo costoResiduos de flores como adsorventes de bajo costo
Residuos de flores como adsorventes de bajo costoEmiy Nicole
 
International Journal of Engineering (IJE) Volume (2) Issue (4)
International Journal of Engineering (IJE) Volume (2)  Issue (4)International Journal of Engineering (IJE) Volume (2)  Issue (4)
International Journal of Engineering (IJE) Volume (2) Issue (4)CSCJournals
 
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...Salah Hussein
 
Pesticides 1romila
Pesticides  1romilaPesticides  1romila
Pesticides 1romilaromila123
 
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptx
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptxthesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptx
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptxTausifAhmad53
 
F041014356
F041014356F041014356
F041014356IOSR-JEN
 
Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...eSAT Publishing House
 
Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...eSAT Journals
 
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...IRJET Journal
 
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...Iranian Chemical Society
 
Potential of corn husk leaves for the co removal of phenol and cyanide from w...
Potential of corn husk leaves for the co removal of phenol and cyanide from w...Potential of corn husk leaves for the co removal of phenol and cyanide from w...
Potential of corn husk leaves for the co removal of phenol and cyanide from w...eSAT Publishing House
 

Similar to SOLVENT EXTRACTION AND ADSORPTION TECHNIQUE FOR THE TREATMENT OF PESTICIDE EFFLUENT (20)

Jeas 0915 2655 (2)
Jeas 0915 2655 (2)Jeas 0915 2655 (2)
Jeas 0915 2655 (2)
 
D047021030
D047021030D047021030
D047021030
 
Residuos de flores como adsorventes de bajo costo
Residuos de flores como adsorventes de bajo costoResiduos de flores como adsorventes de bajo costo
Residuos de flores como adsorventes de bajo costo
 
International Journal of Engineering (IJE) Volume (2) Issue (4)
International Journal of Engineering (IJE) Volume (2)  Issue (4)International Journal of Engineering (IJE) Volume (2)  Issue (4)
International Journal of Engineering (IJE) Volume (2) Issue (4)
 
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...
Removal of insecticide O,O diethyl O-2 isopropyl 6- methyl pyrimidin 4-yl pho...
 
20720130101006
2072013010100620720130101006
20720130101006
 
Pesticides 1romila
Pesticides  1romilaPesticides  1romila
Pesticides 1romila
 
Masters Thesis progress
Masters Thesis progress Masters Thesis progress
Masters Thesis progress
 
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptx
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptxthesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptx
thesis ppbhwbfwfdwdjfbnjdwnjdnwjut (1) (1).pptx
 
F041014356
F041014356F041014356
F041014356
 
Final CAMP Symposium Poster Design
Final CAMP Symposium Poster DesignFinal CAMP Symposium Poster Design
Final CAMP Symposium Poster Design
 
Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...
 
Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...Treatability study of cetp wastewater using physico chemical process-a case s...
Treatability study of cetp wastewater using physico chemical process-a case s...
 
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...
REMOVAL EFFICIENCY OF METHYLENE BLUE DYE USING CHEMICALLY ACTIVATED WATERMELO...
 
51899
5189951899
51899
 
Accelerating Textile Dye Bioremoval by Aeration
Accelerating Textile Dye Bioremoval by AerationAccelerating Textile Dye Bioremoval by Aeration
Accelerating Textile Dye Bioremoval by Aeration
 
T33108112
T33108112T33108112
T33108112
 
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...
Modified magnetite nanoparticles with cetyltrimethylammonium bromide as super...
 
MAKENDRAN C
MAKENDRAN CMAKENDRAN C
MAKENDRAN C
 
Potential of corn husk leaves for the co removal of phenol and cyanide from w...
Potential of corn husk leaves for the co removal of phenol and cyanide from w...Potential of corn husk leaves for the co removal of phenol and cyanide from w...
Potential of corn husk leaves for the co removal of phenol and cyanide from w...
 

Recently uploaded

Integration and Automation in Practice: CI/CD in Mule Integration and Automat...
Integration and Automation in Practice: CI/CD in Mule Integration and Automat...Integration and Automation in Practice: CI/CD in Mule Integration and Automat...
Integration and Automation in Practice: CI/CD in Mule Integration and Automat...Patryk Bandurski
 
Artificial intelligence in cctv survelliance.pptx
Artificial intelligence in cctv survelliance.pptxArtificial intelligence in cctv survelliance.pptx
Artificial intelligence in cctv survelliance.pptxhariprasad279825
 
WordPress Websites for Engineers: Elevate Your Brand
WordPress Websites for Engineers: Elevate Your BrandWordPress Websites for Engineers: Elevate Your Brand
WordPress Websites for Engineers: Elevate Your Brandgvaughan
 
Install Stable Diffusion in windows machine
Install Stable Diffusion in windows machineInstall Stable Diffusion in windows machine
Install Stable Diffusion in windows machinePadma Pradeep
 
Unleash Your Potential - Namagunga Girls Coding Club
Unleash Your Potential - Namagunga Girls Coding ClubUnleash Your Potential - Namagunga Girls Coding Club
Unleash Your Potential - Namagunga Girls Coding ClubKalema Edgar
 
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek SchlawackFwdays
 
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 3652toLead Limited
 
Understanding the Laravel MVC Architecture
Understanding the Laravel MVC ArchitectureUnderstanding the Laravel MVC Architecture
Understanding the Laravel MVC ArchitecturePixlogix Infotech
 
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)Bun (KitWorks Team Study 노별마루 발표 2024.4.22)
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)Wonjun Hwang
 
Scanning the Internet for External Cloud Exposures via SSL Certs
Scanning the Internet for External Cloud Exposures via SSL CertsScanning the Internet for External Cloud Exposures via SSL Certs
Scanning the Internet for External Cloud Exposures via SSL CertsRizwan Syed
 
Ensuring Technical Readiness For Copilot in Microsoft 365
Ensuring Technical Readiness For Copilot in Microsoft 365Ensuring Technical Readiness For Copilot in Microsoft 365
Ensuring Technical Readiness For Copilot in Microsoft 3652toLead Limited
 
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmatics
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmaticsKotlin Multiplatform & Compose Multiplatform - Starter kit for pragmatics
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmaticscarlostorres15106
 
Pigging Solutions in Pet Food Manufacturing
Pigging Solutions in Pet Food ManufacturingPigging Solutions in Pet Food Manufacturing
Pigging Solutions in Pet Food ManufacturingPigging Solutions
 
Human Factors of XR: Using Human Factors to Design XR Systems
Human Factors of XR: Using Human Factors to Design XR SystemsHuman Factors of XR: Using Human Factors to Design XR Systems
Human Factors of XR: Using Human Factors to Design XR SystemsMark Billinghurst
 
My INSURER PTE LTD - Insurtech Innovation Award 2024
My INSURER PTE LTD - Insurtech Innovation Award 2024My INSURER PTE LTD - Insurtech Innovation Award 2024
My INSURER PTE LTD - Insurtech Innovation Award 2024The Digital Insurer
 
Streamlining Python Development: A Guide to a Modern Project Setup
Streamlining Python Development: A Guide to a Modern Project SetupStreamlining Python Development: A Guide to a Modern Project Setup
Streamlining Python Development: A Guide to a Modern Project SetupFlorian Wilhelm
 
"Federated learning: out of reach no matter how close",Oleksandr Lapshyn
"Federated learning: out of reach no matter how close",Oleksandr Lapshyn"Federated learning: out of reach no matter how close",Oleksandr Lapshyn
"Federated learning: out of reach no matter how close",Oleksandr LapshynFwdays
 
Commit 2024 - Secret Management made easy
Commit 2024 - Secret Management made easyCommit 2024 - Secret Management made easy
Commit 2024 - Secret Management made easyAlfredo García Lavilla
 
My Hashitalk Indonesia April 2024 Presentation
My Hashitalk Indonesia April 2024 PresentationMy Hashitalk Indonesia April 2024 Presentation
My Hashitalk Indonesia April 2024 PresentationRidwan Fadjar
 

Recently uploaded (20)

Integration and Automation in Practice: CI/CD in Mule Integration and Automat...
Integration and Automation in Practice: CI/CD in Mule Integration and Automat...Integration and Automation in Practice: CI/CD in Mule Integration and Automat...
Integration and Automation in Practice: CI/CD in Mule Integration and Automat...
 
Artificial intelligence in cctv survelliance.pptx
Artificial intelligence in cctv survelliance.pptxArtificial intelligence in cctv survelliance.pptx
Artificial intelligence in cctv survelliance.pptx
 
WordPress Websites for Engineers: Elevate Your Brand
WordPress Websites for Engineers: Elevate Your BrandWordPress Websites for Engineers: Elevate Your Brand
WordPress Websites for Engineers: Elevate Your Brand
 
Install Stable Diffusion in windows machine
Install Stable Diffusion in windows machineInstall Stable Diffusion in windows machine
Install Stable Diffusion in windows machine
 
Unleash Your Potential - Namagunga Girls Coding Club
Unleash Your Potential - Namagunga Girls Coding ClubUnleash Your Potential - Namagunga Girls Coding Club
Unleash Your Potential - Namagunga Girls Coding Club
 
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack
"Subclassing and Composition – A Pythonic Tour of Trade-Offs", Hynek Schlawack
 
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365
Tech-Forward - Achieving Business Readiness For Copilot in Microsoft 365
 
Understanding the Laravel MVC Architecture
Understanding the Laravel MVC ArchitectureUnderstanding the Laravel MVC Architecture
Understanding the Laravel MVC Architecture
 
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)Bun (KitWorks Team Study 노별마루 발표 2024.4.22)
Bun (KitWorks Team Study 노별마루 발표 2024.4.22)
 
Scanning the Internet for External Cloud Exposures via SSL Certs
Scanning the Internet for External Cloud Exposures via SSL CertsScanning the Internet for External Cloud Exposures via SSL Certs
Scanning the Internet for External Cloud Exposures via SSL Certs
 
Ensuring Technical Readiness For Copilot in Microsoft 365
Ensuring Technical Readiness For Copilot in Microsoft 365Ensuring Technical Readiness For Copilot in Microsoft 365
Ensuring Technical Readiness For Copilot in Microsoft 365
 
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmatics
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmaticsKotlin Multiplatform & Compose Multiplatform - Starter kit for pragmatics
Kotlin Multiplatform & Compose Multiplatform - Starter kit for pragmatics
 
Pigging Solutions in Pet Food Manufacturing
Pigging Solutions in Pet Food ManufacturingPigging Solutions in Pet Food Manufacturing
Pigging Solutions in Pet Food Manufacturing
 
Human Factors of XR: Using Human Factors to Design XR Systems
Human Factors of XR: Using Human Factors to Design XR SystemsHuman Factors of XR: Using Human Factors to Design XR Systems
Human Factors of XR: Using Human Factors to Design XR Systems
 
My INSURER PTE LTD - Insurtech Innovation Award 2024
My INSURER PTE LTD - Insurtech Innovation Award 2024My INSURER PTE LTD - Insurtech Innovation Award 2024
My INSURER PTE LTD - Insurtech Innovation Award 2024
 
Streamlining Python Development: A Guide to a Modern Project Setup
Streamlining Python Development: A Guide to a Modern Project SetupStreamlining Python Development: A Guide to a Modern Project Setup
Streamlining Python Development: A Guide to a Modern Project Setup
 
"Federated learning: out of reach no matter how close",Oleksandr Lapshyn
"Federated learning: out of reach no matter how close",Oleksandr Lapshyn"Federated learning: out of reach no matter how close",Oleksandr Lapshyn
"Federated learning: out of reach no matter how close",Oleksandr Lapshyn
 
E-Vehicle_Hacking_by_Parul Sharma_null_owasp.pptx
E-Vehicle_Hacking_by_Parul Sharma_null_owasp.pptxE-Vehicle_Hacking_by_Parul Sharma_null_owasp.pptx
E-Vehicle_Hacking_by_Parul Sharma_null_owasp.pptx
 
Commit 2024 - Secret Management made easy
Commit 2024 - Secret Management made easyCommit 2024 - Secret Management made easy
Commit 2024 - Secret Management made easy
 
My Hashitalk Indonesia April 2024 Presentation
My Hashitalk Indonesia April 2024 PresentationMy Hashitalk Indonesia April 2024 Presentation
My Hashitalk Indonesia April 2024 Presentation
 

SOLVENT EXTRACTION AND ADSORPTION TECHNIQUE FOR THE TREATMENT OF PESTICIDE EFFLUENT

  • 1. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 DOI:10.5121/civej.2016.3214 155 SOLVENT EXTRACTION AND ADSORPTION TECHNIQUE FOR THE TREATMENT OF PESTICIDE EFFLUENT Aswathy Rajan1 , Sanju Sreedharan2 and Dr.V.Babu3 1 Department of Civil Engineering, SSET, Cochin2 Associate Professor, Department of Civil Engineering, SSET 3 Development Chemist, Hindustan Insecticide Limited, Cochin ABSTRACT Solvent extraction and adsorption techniques are effective methods for the removal of pesticides like DDT and Dicofol from the waste water. Study was conducted using 3 different solvents- Ethylene dichloride (EDC), Monochlorobenzene (MCB) and Hexane to optimise parameters like effluent to solvent ratio, agitation speed, agitation time and settling time to attain maximum removal of pesticides by solvent extraction process. MCB was found to be the best solvent when compared to other two solvents using the optimised parameters. The activated carbon (8 x30) is an effective adsorbent for the removal of DDT and Dicofol. The material have good adsorptive capacity and follows Freundlich model. The optimum adsorbent dose was observed as 2 gm/100ml and optimum contact time needed to reach the equilibrium was observed as 3 hr. Column study was conducted with the synthetic effluent after solvent extraction. Combination of solvent extraction process and adsorption technique was very effective for the removal of Dicofol and DDT with an efficiency of 99 % and 97 % respectively. KEYWORDS DDT, Dicofol, Solvent extraction, Pesticide Effluent, Activated Carbon 1. INTRODUCTION Pesticide pollution in surface and ground water has become a major problem today. India is the largest producer of pesticides in Asia and ranks twelfth in the world for its usage. Pesticides can have many benefits and lead to better crop harvests. They can also help to limit the health dangers that insects carrying diseases pose to humans. But indiscriminate use of pesticides becomes harmful to environment as well as to human being. They are persistent organic pollutant and accumulate in fatty tissues. Proper treatment methods are essential before the discharge of pesticide containing effluent from industries to yield rapid improvement in water quality and thereby protect human and aquatic life. For a pesticide manufacturing industry, recovery processes like solvent extraction is efficient since it recover one or more wastewater constituents. The recovered chemical value helps to offset the cost of treatment or can even provide a net benefit [1]. In solvent extraction process, there may be three major operations. First is the extraction in which the solute is transferred from water to the solvent. The second is the solute removal stage in which the solute is separated from the solvent and the solvent is recycled to the extractor. Third is the solvent recovery stage in which the solvent may be removed from the wastewater raffinate [2]. Adsorption is one of the most effective processes of advanced wastewater treatment technologies that industry and academic researchers widely employ for removal of various pollutants. Activated carbon is one among the most widely investigated
  • 2. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 156 adsorbent in water treatment process [3]. It is a surface based process in which the adsorbate is held onto the surface of adsorbent by Vander waals forces. It may also occur due to electrostatic attraction and chemical bonding. It is one of the well-known method used in the removal of hazardous compounds from polluted waters [4, 5, 6]. But it is too expensive for concentrated waste water because of high bed loading involved; such cases would require either a large bed (high capital investment) or frequent regeneration (high operating cost)[1]. Therefore the combination of solvent extraction process and adsorption technique could be very effective in removing pesticides from pesticide containing effluent. 2. MATERIALS AND METHODS 2.1. Solvent Extraction 2.1.1. Preparation of Synthetic Effluent Synthetic effluent containing DDT and Dicofol were prepared from the stock solution of 100 ppm each. 20.15 ml of 100 ppm standard DDT stock solutions and 4.6 ml of 100ppm standard Dicofol stock solutions prepared are pipetted in calibrated 5L flask, which was then diluted to the mark with distilled water to obtain the concentrations 403 ppb and 93 ppb of Dicofol and DDT respectively. This was used for the study of removal of pesticides using solvent extraction. The quantification of the pesticides were performed with Agilent Gas Chromatograph (GC) fitted with electron capture detector [ECD]. Three different solvents selected for the study were Ethylene dichloride (EDC), Monochlorobenzene (MCB) and Hexane. 2.1.2. Experimental Procedure The experimental work for this study was carried out at a lab scale reactor. Synthetic effluent and solvents were taken in a round bottom flask and was agitated using an agitator. After agitation, the mixture was transferred to a separating funnel for settling and the solvent occupied upper or lower layer based on its specific gravity. After providing the necessary settling time, the synthetic effluent is separated from the solvent and DDT and Dicofol were extracted from this aqueous solutions using n-hexane .The extracts were then used for quantification of DDT and Dicofol by gas chromatography using electron capture detector. The solvent can be reused after distillation. This procedure is same for all the three solvents for optimising the parameters like agitation speed, effluent to solvent ratio, agitation time and settling time. 2.2. Adsorption 2.2.1. Materials The granular activated carbon supplied by M/s. Indo German Company, Cochin was used for this study. These are produced from selected grades of quality coconut shell charcoal so as to have high density, high surface area and low ash content. Two different type of carbon considered were: 12 x 40 US MESH and 8 x 30 US MESH.
  • 3. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 157 2.2.2. Experimental Methods. The carbon was washed thoroughly with distilled water to remove the fine particles. The washed carbon dried at 110 ºC for 10 hours and cooled in a desiccator to room temperature was used Batch experiments were performed using a series of sample bottles of 500ml capacity with glass stoppers and 100ml of distilled water was taken in each of the bottles. The sample bottles containing pesticides spiked synthetic water samples of 1000 µg/l concentration and the adsorbents were shaken on a mechanical shaker at 150 rpm. The experiments are conducted for duration of 2 hrs and then analysed in gas chromatography for the quantification of DDT and Dicofol for the selection of suitable adsorbent and for the optimisation of amount of carbon for the adsorption studies. Kinetic study was carried out using the same procedure as that of the selection of suitable adsorbent for the studies but the experiments was carried out with the optimum amount of adsorbent and conducted for a duration of 24 hrs at room temperature and the samples were collected every 30 min up to first 120 min, then every 60 min up to 360 min and final sample were collected at 12 hrs and 24 hrs. Adsorption studies were also conducted for the development of adsorption isotherms under same experimental condition (pH-6.5, adsorbent size-8 x 30 and temperature – room temperature). For this, batch experiments were conducted using Erlenmeyer flasks of 500 ml capacity with glass stoppers used in all the experiments. Pesticides spiked synthetic water samples of 0.2, 0.4, 0.6, 0.8, 1, 1.2, 1.4, 1.6, 1.8 and 2 mg/100 ml concentration were taken in different bottles and optimum amount of carbon was added to each of the bottle. The sample bottles were shaken on a mechanical shaker at 150 rpm. After required equilibrium time, the samples were withdrawn from the shaker and extracted for analysis. Finally, column study was conducted with the synthetic effluent which was treated by solvent extraction process using the best solvent selected. The column was made of sintered glass which had diameter of 1.5 cm and 70 cm length. Column was packed with the selected activated carbon above a perforated supporting grid. The particles were first soaked in distilled water to avoid entrapping of air bubbles inside carbon particles and agitated until no air bubbles were detected in the solution. Synthetic effluent was allowed to pass through the column downwards from an overhead separating funnel of capacity 2 litre. Flow to the column was adjusted by operating a valve at the bottom of the separating funnel. The flow from the separating funnel was turned on at time zero and the column was allowed to fill up to the top level of the carbon bed and bottom valve of the glass column was adjusted to get the desired out flow. The study was conducted by filling carbon up to a depth of 50 cm and with a fixed flow rate of 1 ml/min. Samples were collected at regular time intervals and tested for the pesticides present in the solution after adsorption 3. RESULTS AND DISCUSSIONS 3.1. Results of Solvent Extraction Studies 3.1.1. Study on Optimization of Agitation speed Three different agitation speeds were taken- 50 rpm, 80 rpm and 120 rpm to study the effect of agitation speed in solvent extraction process. 80 rpm was observed to be the optimum agitation speed as there was phase separation occurring between the two layers, the formation of emulsion was less and proper mixing of synthetic effluent and solvent took place.
  • 4. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 158 3.1.2. Study on Optimization of Effluent to Solvent Ratio The study of synthetic effluent to solvent ratio on the extraction of pesticides from synthetic effluent was carried out by varying the synthetic effluent to solvent ratios from 10:1 to 10:3. This study was done at room temperature with optimised agitation speed and other parameters kept constant. Figure1. Pesticide concentration corresponding to different volumes of solvent From figure 1: it was observed that increase in the volumes of solvent increases the extraction of pesticides from the synthetic effluent and it was found that optimum effluent to solvent ratio for EDC, MCB and Hexane were 10:2, 10:1.5 and 10:2.5 respectively. After these ratios, extraction had almost reached the saturation value. Therefore, when effluent to solvent ratio was considered, MCB was found to be the best solvent as it required only 150 ml of solvent for 1 litre of synthetic effluent when compared to the other two solvents. 3.1.3. Study on Optimization of Agitation Time The study of agitation time on the extraction of pesticides from synthetic effluent was carried out by varying the agitation time from 10 min to 2 hr. This study was done at room temperature with optimised agitation speed and optimised effluent to solvent ratio and the other parameters kept constant.
  • 5. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 159 Figure 2. Pesticide concentration corresponding to different agitation time From Figure 2, it was observed that increase in agitation time increases the extraction of pesticides. For DDT and Dicofol, optimum agitation time was found to be 45 min when EDC and MCB were used and 1 hr for hexane. After this time, extraction of pesticides had almost reached the saturation value. 3.1.4. Study on Optimization of Settling Time The study of settling time on the extraction of pesticides from synthetic effluent was carried out by varying the settling time from 10 min to 2 hr. This study was done at room temperature with optimised agitation speed, optimised effluent to solvent ratio and optimised agitation time. From Figure 3, it was observed that increase in settling time increased the extraction of pesticides. Optimum settling time was found to be 1 hr for all the 3 solvents. After this time, extraction of pesticides had almost reached the saturation value. Percentage removal of Dicofol and DDT using three solvents with optimised parameters are shown in figure 3. Figure 3. Pesticide concentration corresponding to different settling time
  • 6. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 160 Based on the optimisation study using different solvents like ethylene dichloride, monochlorobenzene and hexane with different parameters like agitation speed, effluent to solvent ratio, agitation time and settling time, it was observed that monochlorobenzene was found to be the best solvent with a percentage reduction of 94.54 % and 89.2 % for Dicofol and DDT respectively, which was higher than that of the other two solvents. Comparison of percentage removal using three different solvents with optimised parameters is shown in figure 4. Figure 4. Percentage removal of Dicofol and DDT using three solvents with optimised parameters 3.2. Results of Adsorption Technique 3.2.1. Selection of Suitable Adsorbent The percentage removal of Dicofol and DDT using activated carbon (8 x 30 US MESH) were 92.61 % and 92.51 % respectively which was higher than that of activated carbon (12 x40 US MESH ). Therefore, 8 x 30 grade activated carbon was found to be a good adsorbent and was selected for further studies.
  • 7. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 161 Figure 5. Percentage of adsorption of pesticides using different forms of activated carbon 3.2.2. Optimisation of Amount of Carbon. Figure 6.Percentage adsorption of Dicofol and DDT corresponding to different amount of carbon Optimisation of amount of carbon was done by varying the carbon amount from 0.5 gm to 2.5 gm and it was observed that 2 gm was found to be the optimum amount of carbon with percentage removal of 94.67 % and 95.41 % for Dicofol and DDT respectively. 3.2.3. Kinetic Studies Kinetic studies were done to obtain the equilibrium time. The study was conducted for duration of 24 hours with the influent concentration of 1 mg/l. It was found that the percentage of adsorption increases with increase in time and equilibrium was reached at 3 hr for both Dicofol and DDT. A
  • 8. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 162 major part of adsorption took place at 1-3 hr after which removal rate was decreased. . Activated carbon (8 x 30) removes 99.38 % of pesticides from water in 24 hr of study because of its large surface area. Figure 7. Kinetic curve for Dicofol and DDT using activated carbon (8 x 30) 3.2.4. Adsorption Studies Langmuir and Freundlich isotherm models were used to describe equilibrium isotherm of adsorption process. Values of Freudlich and Langmuir isotherm constants are shown in table 1. R2 value is statistical measure of how close the data to the fitted regression line. K is constant indicative of adsorption capacity of the adsorbent (mg/g (L/mg)1/n), 1/n indicates the intensity of adsorption, C is equilibrium concentration (mg/L)[7]. If n lies between one and ten, this indicates a favourable sorption process [8]. For Freundlich isotherm model, linear regression coefficient (R2 ) for Dicofol and DDT were 0.9031 and 0.9034 respectively. Since R2 value is near to unity and n>1, Freundlich model best fits the experimental results Table 1. Correlation coefficients and constants with respect to adsorption equilibrium models 3.2.5. Column Study Column study was conducted to evaluate the capacity of (8 x 30) granular activated carbon for removing pesticides from the synthetic effluent which had been treated by solvent extraction process using the solvent- MCB. Influent concentration of Dicofol and DDT were 21.975 ppb and 10.044 ppb respectively. Study was conducted for a duration of 24 hrs and at 24 hr, concentration
  • 9. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 163 of dicofol and DDT were only 3.65 and 1.983 respectively when the allowed limit was 100 microgram and 10 microgram respectively. Adsorption technique alone had a percentage reduction of 83.39% and 80.25 % for Dicofol and DDT respectively. Hence the activated carbon (8 x 30) was a good adsorbent and is very efficient in removing pesticides from water. Pesticide concentration at different stage of treatment is shown in the table 2. Table 2. Concentration of pesticides after solvent extraction and adsorption technique 3.2.6. SEM Images. Samples of adsorbent were taken before and after adsorption and were analyzed using a scanning electron microscope [SEM] in order to confirm pesticides adsorption in activated carbon, The SEM photographs of adsorbents before and after adsorption are shown in figures 8 and 9. From the figures, it is clear that there is significant change in the appearance of the adsorbent surface. Figure 8. SEM image of activated carbon before pesticide adsorption.
  • 10. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 164 Figure 9. SEM image of activated carbon after pesticide adsorption. 4. CONCLUSION The present study was conducted for the estimation of removal efficiencies of the pesticides Dicofol and DDT using solvent extraction and adsorption technique. In solvent extraction process, 3 solvents like monochlorobenzene (MCB), Ethylene dichloride (EDC) and hexane were selected for the optimisation study as these solvents are easily available and economical. These solvents can be reused after distillation process and therefore overall cost of the treatment is less. The parameters considered in the optimisation studies were agitation speed, agitation time, effluent to solvent ratio and settling time. By considering all these parameters for all the three solvents, MCB was found to be the best solvent as it had higher percentage removal efficiency of about 94.54 % and 89.2 % for Dicofol and DDT respectively.During adsorption study, three types of activated carbon( 8x 30, 12 x 40, and -100 US MESH) were selected, out of which activated carbon (8 X 30) was identified as the best adsorbent for the adsoption study. Optimised amount of carbon was found to be 2 gm/100 ml. Kinetic study was conducted for determining the equilibrium time required for the maximum adsorption of the pesticides (Dicofol and DDT) in 8x30 granular activated carbon. The optimum time for adsorption was found to be 3 hrs each for Dicofol and DDT. The well-known Freundlich and Langmuir isotherm were applied for the equilibrium adsorption data and various isotherm parameters were evaluated. Among the two isotherms, Freundlich best fits the experimental results and shows that the adsorption is progressive. A column study was also conducted using the selected activated carbon as tertiary treatment after solvent extraction to test the scope for complete removal of pesticides. After column study, concentration of pesticide effluent after solvent extraction can be brought down from 21.97 ppb to 3.65 ppb for Dicofol and 10.04 ppb to 1.98 ppb for p.p’-DDT. Thus the concentration of pesticide was within the
  • 11. Civil Engineering and Urban Planning: An International Journal (CiVEJ) Vol.3, No.2, June 2016 165 permissible limit after adsorption technique when the allowed limit of Dicofol and DDT were 100 ppb and 10 ppb respectively. Therefore, the activated carbon (8 x 30) was a good and efficient adsorbent for the removal of above pesticides from water. Data obtained in this study indicates that the process of solvent extraction alone can’t bring the pesticide concentration within the permissible limit, but the combination of solvent extraction process and adsorption technique can achieve a higher removal efficiency of 99.09% for Dicofol and 97.86 % for DDT. ACKNOWLEDGEMENTS I extend my sincere thanks to Unit Head, all staffs in R & D and other departments of Hindustan Insecticide Limited, Kochi for their timely help and support throughout the project. Also, I thank all the teachers of SCMS School of Engineering and Technology, Karukutty, Kochi. REFERENCES [1] EPA, "Solvent Extraction Of Wastewater From Acetic Acid Manufacture", April 1980, EPA600/2-80 - 064 [2] Kiezyk and Mackay (1971) ―Waste water treatment by solvent extractionǁ, The Canadia Journal of Chemical Engineering, Volume 49, Issue 6, pages 747–752. [3] Rao, Reddy , Venkateswarlu , Seshaiah (2009) ―Removal of mercury from aqueous solutions using activated carbon prepared from agricultural byproduct/waste” J Enviro Manage 90: 634-643. [4] Gupta V.K and Imran A (2001), ―Removal of DDD and DDE from waste water using baggasses fly ash sugar industry wasteǁ, Water Res., 35, 33e-40 [5] Gupta V.K, Jain C.K, Imran A. and Chanda S (2002) ―Removal of Lindane and malathion from waste water using baggaaae fly ash : A sugar industry wasteǁ Water Res.,3, 2483e-2490. [6] Sheha R.R and Metwally E (2009) “Equilibrium isotherm modeling of cesium adsorption onto magnetic materialsǁ, J. Hazard. Mater., 143, 354–361 [7] Muhammad Zahoor (2013) ―Removal of Pesticides from Water Using Granular Activate Carbon and Ultrafiltration Membrane—A Pilot Plant Studyǁ, Journal of Encapsulatio and Adsorption Sciences, pp 71-76. [8] Goldberg ―Equations and Models Describing Adsorption Processes in Soilsǁ, Soil Science Society of America, 677 S. Segoe Road, Madison, WI 53711, USA, Chemical Processes in Soils. SSSA Book Series (2005) no. 8. AUTHORS Aswathy Rajan – Completed B Tech in Civil Engineering from Saintgits College of Engineering, Pathamuttom, Kottayam and pursuing M Tech in Environmental Engineering from SCMS School of Engineering And Technology, Karukutty, Cochin. Sanju Sreedharan, has been working as Faculty, in Civil Engineering Department of SCMS School of Engineering and Technology, Karukutty, Kerala since 2005. For the last 3 years, she is also associated with SCMS Water Institute – a research and consultancy centre on water. She had completed, B Tech Degree in Civil Engineering and M Tech Degree in Environmental Engineering from Govt. Engineering College, Thrissur and currently pursuing PhD Degree in Civil- Environmental Engineering at School of Engineering, CUSAT, Kochi. Dr. V. Babu – Working as a Development Chemist in R & D Department, Hindustan Insecticide Limited, Cochin. Completed Phd from CUSAT and have 27 years R & D experience in Hindustan Insecticide Limited, Cochin.