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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 325
ADSORPTION STUDIES OF COLOURREMOVAL BYACTIVATED
CARBON DERIVED FROM MANGIFERA INDICA (MANGO) SEED
SHELL
Shashikant.R.Mise1
, Smita G Jagannath2
1
Professor, Department of Civil Engineering, 2
M.Tech Scholar, Department of Environmental Engineering,
PDA College of Engineering Gulbarga
srmise45@yahoo.com, smita856@gmail.com
Abstract
The removal of colour from silk filature composite wastewater by adsorption on activated carbon prepared from MangiferaIndica
(mango) seed shell have been carried out at room temperature 32 ± 1° C. The removal of colour from silk filature composite
wastewater sample by adsorption on chemical activation (Magnesium chloride) with Impregnation ratio’s (I.R) 0.25, 0.50, 0.75 for
optimum time, optimum dosages and variation of pH was studied. It is observed that as dosage increases the adsorption increased
along with the increase in Impregnation ratio. It was also noted that as I.R. increases the surface area of MangiferaIndica shell
carbon increased. Hence the maximum removal efficiency is obtained at I.R ratio of 0.75. The optimum contact time, dosage and pH
for carbon with I.R-0.75 was 45min, 100mg and 5.5 with removal efficiency of 81.11%, 96.66% and 96.66% respectively.
Keywords: Colour, Contact time, Dosage, Kinetics, pH, MangiferaIndica.
--------------------------------------------------------------------***----------------------------------------------------------------------
1. INTRODUCTION
The main sources of colour pollution in the water derives from
industrial production process such as textile, paper and pulp,
carpet, leather, distillery and printing industries pose severe
pollution problem. Colour being a visible pollution it often
causes more trouble for industry then invisible pollution.
Various process tried so far for the removal of colour are
aerobic and anaerobic microbial degradation, chemical
oxidation, membrane separation, dilution, electrochemical
treatment, adsorption etc. Adsorption by activated carbon is of
interest because of the large surface area they present for
pollution removal. . Activated carbon made from easily
available agricultural wastes can serve as an economically
available alternative. In this research the shell of
MangiferaIndica (Mango) is used as an adsorbent, which is a
waste material causing litter. The present study is undertaken
to study suitability of activated carbon derived from
MangiferaIndica (Mango) shell for colour adsorption from
wastewater sample and its characteristics were studied.
ZehraSapci, BeyzaUstun(2003) has been studied on removal
of COD and colour from textile wastewater using Waste
pumice as an adsorbant.Lime (Ca (OH)2) as the main chemical
reagent and also FeSO4 as a co-reagent were used in this
study. The combination of these chemicals and adsorbant was
given maximum colour and COD removal efficiency as 87%
and 91% respectively. [1]
MilindR.Oidde, JulieDutta, SnehalJadhav (2008) have been
studied on activated Rice Husk (ARH) and Rice Husk Ash
(RHA) was used as adsorbents for decolourisation of
wastewater containing methylene blue. Colour removal
efficiency was found to be 88 % to 94 % at the dose of 20 g/L
for ARH and 80 % to 95 % at the adsorbent dose of 2.5 g/L
for RHA. The studies were carried out at methylene blue
concentration of 50 mg/L, 30 mg/L and 10 mg/L. The Linear,
Langmuir and Freundlich adsorption isotherms are good fitted
for the experimental data. [2]
Gang sun and XiangjingXu(2010) Have studied the
adsorption using sunflower stalks as adsorbents for two basic
dyes (methylene blue and basic Red 9) and two direct dyes
(Congo Red and Direct Blue 71) in aqueous solutions were
studied with equilibrium isotherms and kinetic adsorptions.[3]
1.1 Objectives of the Study:
The objectives of the present study are the preparation of
chemically activated carbon by using magnesium chloride as
an activating agent, to study the physico-chemical properties
of the prepared carbon and detection of colour removal as a
function of contact time, dosage and pH.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 326
2. MATERIALS AND METHODS
2.1 Material
The material used for preparing carbon was shell of
MangiferaIndica (Mango). The scientific name of this fruit is
MangiferaIndica, from family Anacardiaceae..
2.1.1. Characteristics of MangiferaIndica (Mango)
Shell Carbon:
Before using the MangiferaIndica (mango) shell carbon as an
adsorbent, the characteristics such as moisture content, ash
content, pH, decolorizing power, surface area, specific gravity
and bulk density of the prepared carbon are studied. The
results are shown in Table-1
All the methods of analysis are as per “Standard Methods for
the Examination of Water and Wastewater”, 19th
edition [4].
Table-1 Characteristics of Prepared Activated Carbon
Sl.N
o.
Characteris
tics
Chemically activated
MgCl2
0.25 0.50 0.75
1
Moisture
content (%)
19.00 20.00 20.50
2
Ash content
(%)
20.37 23.75 24.52
3
Decolorizin
g power,
(mg/g)
27.00 28.50 31.50
4
Surface
area, (m2
/g)
505.8
4
859.94 935.81
5 pH 6.8 6.4 5.9
6
Specific
gravity
0.465 0.823 1.023
7
Bulk
Density,
(g/cm3
)
0.423 0.423 0.406
2.2 Methods
2.2.1 Preparation of Activated Carbon Using Mgcl2as
Activating Agent:
The known quantity of washed and dried MangiferaIndica
(Mango) shell powder of size 300 Micron was mixed with the
activating agent(MgCl2), in required quantity, depending upon
the impregnation ratio (I.R).
Impregnation ratio (I.R) =
In that mixture required quantity of distilled water was added
and boiled on hot plate till most of the water evaporated and
slurry like mixture was retained. After that the mixture was
oven dried in a clean tray for 24 hours maintained at 105±5o
C
which helps in evaporation of moisture from the mixture.
Preheated carbonizing material was filled in the small
containerin three layers, by compacting each layer without any
air space to avoid the loss in weight of the powder; otherwise
it would result in burning of the material directly leaving
behind only the ash. The small container is then placed into a
big container, such that sand surrounded the small container
completely, the lid of the big container was tightly fitted. Pin
hole has been made on the lids of the containers for the escape
of organic vapours. Then the setup is kept in Muffle furnace
and heated at steady rate to attain the temperature of 800o
C.
Thirty minutes after attaining the 800o
C temperature the
furnace was allowed to cool for about 10 hours and then the
container is taken out. Activated carbon thus prepared was
washed with 0.1N HCl to remove the activating agent,
followed by hot distilled water for about 8 times to remove the
excess HCl present in the activated carbon. The activated
carbon was dried at 105±5 o
C then packed in polythene bags
and kept in desiccator. [5]
2.2.2 Batch Sorption Experiment
In batch sorption, a pre-determined powder of adsorbent is
mixed with the sample, stirred for a given contact time and
subsequently separated by filtration. Powder adsorbent is more
suitable for the batch type contact process.
2.2.3 Selection of Optimum Contact Time:
The adsorption is strongly influenced by the contact time. To
study the effect of contact time, 25mL of filtered
wastewater(10% dilution) sample, was mixed with 0.1g of
activated carbon, stirred at different contact times varying
from (5mins, 10mins, 15mins up to 60mins). Then filtrate was
analyzed for residual colour concentration using
spectrophotometer.
2.2.4 Determination of Optimum Dosage of
Adsorbent:
To determine the optimum dosage of activated carbon,
adsorbent is added to the conical flask in different dosage
varying from (20mg, 40mg, and 60mg up to 300mg),
containing25mL of filtered wastewater (10% dilution) sample.
The solution in the conical flask is subjected to stirring for
pre-determined optimum contact time, filtered and analyzed
for residual colour concentration.
The dosage which gives minimum residual concentration is
chosen as optimum dosage.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 327
2.2.5 Selection of Optimum pH:
The extent of adsorption is strongly influenced by the pH at
which adsorption is carried out. The effect of pH on colour
adsorption was studied by performing equilibrium adsorption
tests at different initial pH values. i.e. from 4.5 to 8.0 at an
interval of 0.5. The pH of solution was adjusted by using 0.1N
H2SO4 or 0.1N NaOH. The maximum concentration ofcolour
removal forms optimum pH.
3. RESULTS AND DISCUSSIONS
The efficiency of removal of colour is studied in terms of:
a) Effect of contact time
b) Effect of dosage
c) Effect of pH
3.1 Effect of Contact Time:
Contact time has greater influence in the adsorption process.
The effect of contact time on removal of colour from
wastewater sample using chemically activated (MgCl2) carbon
prepared from MangiferaIndica (Mango) shell with I.R. 0.25,
0.50 and 0.75 are shown in figure 1. As I.R. increases
optimum time decreases due to the increase in surface area.
Optimum contact time for all prepared carbons is listed in
table-2.
Fig1 Effect of Contact Time on Colour Removal by Chemically (MgCl2) Activated Carbon
3.2 Effect of Adsorbent Dosage:
Effect of adsorbent dosage is studied and graph of percentage
of residual colour removal versus dosage is plotted as shown
in figure 2. From the graph it is observed that, as the dosage of
carbon increases, amount of residual colour decreases sharply
and attains equilibrium. The dosage, at which maximum
removal is attained, is taken as optimum dosage. After this not
much change is observed even after increase in the amount of
carbon dosage.The optimum dosage for all prepared carbon
are listed in table-2
Fig.2.Effect of Adsorbent Dosage on Colour Removal by Chemically (MgCl2) Activated Carbon
0
20
40
60
80
100
0 10 20 30 40 50 60 70 80
%ofcolourremoval
Time in minutes
0.25
0.5
0.75
0
20
40
60
80
100
120
0 50 100 150 200 250 300 350
%ofcolourremoval
Adsorbent dosage (mg)
0.25
0.5
0.75
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 328
3.3 Effect of pH on Colour Removal:
The pH of solution has influence on the extent of adsorption
removal efficiencies of colour by prepared activated carbon at
different pH values are shown in figure 3. From the figures, it
is observed that colour is removed more effectively in acidic
range. As pH increases, the removable efficiency decreases
appreciably. This is due to the precipitation of carbon surface
by nucleation.The optimum pH for all prepared carbon are
listed in table-2
Fig.3.Effect of pH on Colour Removal by Chemically (MgCl2) Activated Carbon
Table2. Optimum Time, Optimum Dosage and Optimum pH
for Prepared Carbons
Initial concentration = 90 mg/L
Volume of sample = 25mL Temperature = 32 ± 1° C
Type Of
Carbon
I.R
Optimum
Time
(min)
Optimum
Dosage
(mg)
Optimum
pH
Chemically
activated
(MgCl2)
0.25 65 240 5.5
0.50 50 200 5.5
0.75 45 100 5.5
CONCLUSIONS
Based on the experimental study the following conclusions
were drawn. The extent of colour adsorption increases with
increase in time and attains equilibrium.The result of
experiment on optimum dosage of adsorbent reveals that
increase in amount of adsorbent addedincreases the removal of
colour from the sample and almost becomes constant after
saturation dose for different I.R’S. The removal of colour
increases mainly due to the enhanced total surface area of the
adsorbent. The adsorption of colour is pH dependent. The
removal efficiency of adsorbent increases with decrease in the
pH value
REFERENCES
[1] ZehraSapci, BeyzaUstun. “The Removal of Color and
COD from Textile Wastewater by Using Waste
Pumice”. Electronic Journal of Environmental,
Agriculture and Food Chemistry (2003). [286-290].
[2] MilindR.Oidde, Julie Dutta, SnehalJadhav.
“Comparative adsorption studies on Activated Rice
Husk and Rice Husk Ash by using Methylene Blue as
dye”. International Congress on Environmental
Research at Bits Pilani Goa (2008).
[3] Gang sun*- and XiangjingXu J. Chem. Eng. Data,
2010, 55 (11), pp 4660-4668.
[4] APHA, “Standard Methods for the Examination of
Water and Wastewater”, 19th
edition (APHA, AWWA,
and WFF Washington DC) (1995) pp 3.58-3.60.
[5] RayalaAzath, “Colour Removal Studies on Silk Filature
Composit Wastewater”, M.Tech. Env. Engg.
P.D.A.C.E.G, (1996).
0
20
40
60
80
100
120
0 1 2 3 4 5 6 7 8 9
%ofcolourremoval
pH
0.25
0.5
0.75

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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308__________________________________________________________________________________________IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 325ADSORPTION STUDIES OF COLOURREMOVAL BYACTIVATEDCARBON DERIVED FROM MANGO SEED SHELL

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 325 ADSORPTION STUDIES OF COLOURREMOVAL BYACTIVATED CARBON DERIVED FROM MANGIFERA INDICA (MANGO) SEED SHELL Shashikant.R.Mise1 , Smita G Jagannath2 1 Professor, Department of Civil Engineering, 2 M.Tech Scholar, Department of Environmental Engineering, PDA College of Engineering Gulbarga srmise45@yahoo.com, smita856@gmail.com Abstract The removal of colour from silk filature composite wastewater by adsorption on activated carbon prepared from MangiferaIndica (mango) seed shell have been carried out at room temperature 32 ± 1° C. The removal of colour from silk filature composite wastewater sample by adsorption on chemical activation (Magnesium chloride) with Impregnation ratio’s (I.R) 0.25, 0.50, 0.75 for optimum time, optimum dosages and variation of pH was studied. It is observed that as dosage increases the adsorption increased along with the increase in Impregnation ratio. It was also noted that as I.R. increases the surface area of MangiferaIndica shell carbon increased. Hence the maximum removal efficiency is obtained at I.R ratio of 0.75. The optimum contact time, dosage and pH for carbon with I.R-0.75 was 45min, 100mg and 5.5 with removal efficiency of 81.11%, 96.66% and 96.66% respectively. Keywords: Colour, Contact time, Dosage, Kinetics, pH, MangiferaIndica. --------------------------------------------------------------------***---------------------------------------------------------------------- 1. INTRODUCTION The main sources of colour pollution in the water derives from industrial production process such as textile, paper and pulp, carpet, leather, distillery and printing industries pose severe pollution problem. Colour being a visible pollution it often causes more trouble for industry then invisible pollution. Various process tried so far for the removal of colour are aerobic and anaerobic microbial degradation, chemical oxidation, membrane separation, dilution, electrochemical treatment, adsorption etc. Adsorption by activated carbon is of interest because of the large surface area they present for pollution removal. . Activated carbon made from easily available agricultural wastes can serve as an economically available alternative. In this research the shell of MangiferaIndica (Mango) is used as an adsorbent, which is a waste material causing litter. The present study is undertaken to study suitability of activated carbon derived from MangiferaIndica (Mango) shell for colour adsorption from wastewater sample and its characteristics were studied. ZehraSapci, BeyzaUstun(2003) has been studied on removal of COD and colour from textile wastewater using Waste pumice as an adsorbant.Lime (Ca (OH)2) as the main chemical reagent and also FeSO4 as a co-reagent were used in this study. The combination of these chemicals and adsorbant was given maximum colour and COD removal efficiency as 87% and 91% respectively. [1] MilindR.Oidde, JulieDutta, SnehalJadhav (2008) have been studied on activated Rice Husk (ARH) and Rice Husk Ash (RHA) was used as adsorbents for decolourisation of wastewater containing methylene blue. Colour removal efficiency was found to be 88 % to 94 % at the dose of 20 g/L for ARH and 80 % to 95 % at the adsorbent dose of 2.5 g/L for RHA. The studies were carried out at methylene blue concentration of 50 mg/L, 30 mg/L and 10 mg/L. The Linear, Langmuir and Freundlich adsorption isotherms are good fitted for the experimental data. [2] Gang sun and XiangjingXu(2010) Have studied the adsorption using sunflower stalks as adsorbents for two basic dyes (methylene blue and basic Red 9) and two direct dyes (Congo Red and Direct Blue 71) in aqueous solutions were studied with equilibrium isotherms and kinetic adsorptions.[3] 1.1 Objectives of the Study: The objectives of the present study are the preparation of chemically activated carbon by using magnesium chloride as an activating agent, to study the physico-chemical properties of the prepared carbon and detection of colour removal as a function of contact time, dosage and pH.
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 326 2. MATERIALS AND METHODS 2.1 Material The material used for preparing carbon was shell of MangiferaIndica (Mango). The scientific name of this fruit is MangiferaIndica, from family Anacardiaceae.. 2.1.1. Characteristics of MangiferaIndica (Mango) Shell Carbon: Before using the MangiferaIndica (mango) shell carbon as an adsorbent, the characteristics such as moisture content, ash content, pH, decolorizing power, surface area, specific gravity and bulk density of the prepared carbon are studied. The results are shown in Table-1 All the methods of analysis are as per “Standard Methods for the Examination of Water and Wastewater”, 19th edition [4]. Table-1 Characteristics of Prepared Activated Carbon Sl.N o. Characteris tics Chemically activated MgCl2 0.25 0.50 0.75 1 Moisture content (%) 19.00 20.00 20.50 2 Ash content (%) 20.37 23.75 24.52 3 Decolorizin g power, (mg/g) 27.00 28.50 31.50 4 Surface area, (m2 /g) 505.8 4 859.94 935.81 5 pH 6.8 6.4 5.9 6 Specific gravity 0.465 0.823 1.023 7 Bulk Density, (g/cm3 ) 0.423 0.423 0.406 2.2 Methods 2.2.1 Preparation of Activated Carbon Using Mgcl2as Activating Agent: The known quantity of washed and dried MangiferaIndica (Mango) shell powder of size 300 Micron was mixed with the activating agent(MgCl2), in required quantity, depending upon the impregnation ratio (I.R). Impregnation ratio (I.R) = In that mixture required quantity of distilled water was added and boiled on hot plate till most of the water evaporated and slurry like mixture was retained. After that the mixture was oven dried in a clean tray for 24 hours maintained at 105±5o C which helps in evaporation of moisture from the mixture. Preheated carbonizing material was filled in the small containerin three layers, by compacting each layer without any air space to avoid the loss in weight of the powder; otherwise it would result in burning of the material directly leaving behind only the ash. The small container is then placed into a big container, such that sand surrounded the small container completely, the lid of the big container was tightly fitted. Pin hole has been made on the lids of the containers for the escape of organic vapours. Then the setup is kept in Muffle furnace and heated at steady rate to attain the temperature of 800o C. Thirty minutes after attaining the 800o C temperature the furnace was allowed to cool for about 10 hours and then the container is taken out. Activated carbon thus prepared was washed with 0.1N HCl to remove the activating agent, followed by hot distilled water for about 8 times to remove the excess HCl present in the activated carbon. The activated carbon was dried at 105±5 o C then packed in polythene bags and kept in desiccator. [5] 2.2.2 Batch Sorption Experiment In batch sorption, a pre-determined powder of adsorbent is mixed with the sample, stirred for a given contact time and subsequently separated by filtration. Powder adsorbent is more suitable for the batch type contact process. 2.2.3 Selection of Optimum Contact Time: The adsorption is strongly influenced by the contact time. To study the effect of contact time, 25mL of filtered wastewater(10% dilution) sample, was mixed with 0.1g of activated carbon, stirred at different contact times varying from (5mins, 10mins, 15mins up to 60mins). Then filtrate was analyzed for residual colour concentration using spectrophotometer. 2.2.4 Determination of Optimum Dosage of Adsorbent: To determine the optimum dosage of activated carbon, adsorbent is added to the conical flask in different dosage varying from (20mg, 40mg, and 60mg up to 300mg), containing25mL of filtered wastewater (10% dilution) sample. The solution in the conical flask is subjected to stirring for pre-determined optimum contact time, filtered and analyzed for residual colour concentration. The dosage which gives minimum residual concentration is chosen as optimum dosage.
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 327 2.2.5 Selection of Optimum pH: The extent of adsorption is strongly influenced by the pH at which adsorption is carried out. The effect of pH on colour adsorption was studied by performing equilibrium adsorption tests at different initial pH values. i.e. from 4.5 to 8.0 at an interval of 0.5. The pH of solution was adjusted by using 0.1N H2SO4 or 0.1N NaOH. The maximum concentration ofcolour removal forms optimum pH. 3. RESULTS AND DISCUSSIONS The efficiency of removal of colour is studied in terms of: a) Effect of contact time b) Effect of dosage c) Effect of pH 3.1 Effect of Contact Time: Contact time has greater influence in the adsorption process. The effect of contact time on removal of colour from wastewater sample using chemically activated (MgCl2) carbon prepared from MangiferaIndica (Mango) shell with I.R. 0.25, 0.50 and 0.75 are shown in figure 1. As I.R. increases optimum time decreases due to the increase in surface area. Optimum contact time for all prepared carbons is listed in table-2. Fig1 Effect of Contact Time on Colour Removal by Chemically (MgCl2) Activated Carbon 3.2 Effect of Adsorbent Dosage: Effect of adsorbent dosage is studied and graph of percentage of residual colour removal versus dosage is plotted as shown in figure 2. From the graph it is observed that, as the dosage of carbon increases, amount of residual colour decreases sharply and attains equilibrium. The dosage, at which maximum removal is attained, is taken as optimum dosage. After this not much change is observed even after increase in the amount of carbon dosage.The optimum dosage for all prepared carbon are listed in table-2 Fig.2.Effect of Adsorbent Dosage on Colour Removal by Chemically (MgCl2) Activated Carbon 0 20 40 60 80 100 0 10 20 30 40 50 60 70 80 %ofcolourremoval Time in minutes 0.25 0.5 0.75 0 20 40 60 80 100 120 0 50 100 150 200 250 300 350 %ofcolourremoval Adsorbent dosage (mg) 0.25 0.5 0.75
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 328 3.3 Effect of pH on Colour Removal: The pH of solution has influence on the extent of adsorption removal efficiencies of colour by prepared activated carbon at different pH values are shown in figure 3. From the figures, it is observed that colour is removed more effectively in acidic range. As pH increases, the removable efficiency decreases appreciably. This is due to the precipitation of carbon surface by nucleation.The optimum pH for all prepared carbon are listed in table-2 Fig.3.Effect of pH on Colour Removal by Chemically (MgCl2) Activated Carbon Table2. Optimum Time, Optimum Dosage and Optimum pH for Prepared Carbons Initial concentration = 90 mg/L Volume of sample = 25mL Temperature = 32 ± 1° C Type Of Carbon I.R Optimum Time (min) Optimum Dosage (mg) Optimum pH Chemically activated (MgCl2) 0.25 65 240 5.5 0.50 50 200 5.5 0.75 45 100 5.5 CONCLUSIONS Based on the experimental study the following conclusions were drawn. The extent of colour adsorption increases with increase in time and attains equilibrium.The result of experiment on optimum dosage of adsorbent reveals that increase in amount of adsorbent addedincreases the removal of colour from the sample and almost becomes constant after saturation dose for different I.R’S. The removal of colour increases mainly due to the enhanced total surface area of the adsorbent. The adsorption of colour is pH dependent. The removal efficiency of adsorbent increases with decrease in the pH value REFERENCES [1] ZehraSapci, BeyzaUstun. “The Removal of Color and COD from Textile Wastewater by Using Waste Pumice”. Electronic Journal of Environmental, Agriculture and Food Chemistry (2003). [286-290]. [2] MilindR.Oidde, Julie Dutta, SnehalJadhav. “Comparative adsorption studies on Activated Rice Husk and Rice Husk Ash by using Methylene Blue as dye”. International Congress on Environmental Research at Bits Pilani Goa (2008). [3] Gang sun*- and XiangjingXu J. Chem. Eng. Data, 2010, 55 (11), pp 4660-4668. [4] APHA, “Standard Methods for the Examination of Water and Wastewater”, 19th edition (APHA, AWWA, and WFF Washington DC) (1995) pp 3.58-3.60. [5] RayalaAzath, “Colour Removal Studies on Silk Filature Composit Wastewater”, M.Tech. Env. Engg. P.D.A.C.E.G, (1996). 0 20 40 60 80 100 120 0 1 2 3 4 5 6 7 8 9 %ofcolourremoval pH 0.25 0.5 0.75