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Adsorption of copper on
Raw, and Activated Hevea
      brasiliensis
    Ashwin Dhanasekar, Michael Angelo Miranda
    Sri Venkateswara College of Engineering, TN
INTRODUCTION
 The contamination of water
  by    toxic    heavy   metals
  through    the  discharge   of
  industrial waste water is a
  world    wide   environmental
  problem.
 Heavy metals such as lead,
  cadmium,     copper,  arsenic,
  nickel, chromium, zinc and
  mercury        have      been
Adsorption based process offer
more reliable and more efficient
removal of complex inorganic and
organic materials than many other
conventional treatment methods.
The present endeavour has been
contributed to the utilization of the
relatively common, cheap and
thrown away waste rubber wood
sawdust as a raw material for the
production of activated carbon and
using the same as an adsorbents for
removal of metal ions from waste
water.
SCOPE AND OBJECTIVE OF THE
          PRESENT WORK
 To identify the prospects of using low
  cost substance as raw materials for the
  production of adsorbents for removing
  heavy metals such as copper, cadmium,
  nickel, chromium, zinc, lead, cobalt etc
  from wastewater.

 To   produce   activated   carbon   from
  rubber   wood    sawdust   by   chemical
  activation   method   using   phosphoric
  acid as activating agent.

 Characterization  of   adsorbents   by
  means of Iodine number, Methylene Blue
  number, Methyl violet number, surface
  area, SEM photographs etc.
To carry out the batch adsorption process
 for removing copper ions from synthetic
 wastewater onto adsorbents

To obtain the kinetic data and equilibrium
 data in batch system by studying the
 effects    of    different     experimental
 parameters such as agitation time, initial
 concentration of metal ions, the dosage of
 activated     carbon,      particle    size,
 temperature    and    pH    on    adsorption
 capacity .
Adsorbent



Raw adsorbent   Activated carbon




        Acid Activation   Base Activation
PREPARATION OF
   ACTIVATED CARBON
TYPES OF ACTIVATION
 Physical Activation
 Chemical Activation

CHEMICAL ACTIVATION
 The activating agents are
 Phosphoric acid
 Sulphuric acid
 Zinc Chloride
 Potassium hydroxide
CHARACTERIZATION OF ADSORBENTS



Adsorben    Iodine      Methylen      Methyl       Specifi
   t       number         e blue       violet          c
           (mg g -1 )    number       number       Surfac
                         (mg g -1 )   (mg g -1 )   e area
                                                   (m 2 g -1 )

  RHB      635.21           85           40        754.82



  ACHB     756.12          170          105        971.28
RSD




ACHB
BATCH ADSORPTION
STUDIES
 Adsorption Kinetics
• Pseudo first order model
• Pseudo second order model
 Adsorption Isotherms
• Langmuir isotherm
• Freundlich isotherm
 Thermodynamic Parameters
Adsorption Capacity   4
                                                                                     EFFECT OF CONTACT
                      3
                                                                                RHB TIME ON
      (mg/g)

                      2
                                                                                ACHB ADSORPTION
                      1
                                                                                     CAPACITY
                      0
                          0   100   200   300   400
                                Time (min)




                                                                        7

EFFECT OF INITIAL
                                                  (mg/g)
                                                                        6
                                                                        5
METAL ION                                                                                                            RHB
                                                                        4
CONCENTRATION ON
                                                  Adsorption Capacity




                                                                                                                     ACHB
                                                                        3
ADSORPTION
                                                                        2
CAPACITY
                                                                        1
                                                                        0
                                                                            0            20           40        60
                                                                                 Initial Concentration (mg/L)
Adsorption Capacity   6
                       5
                       4                                              RHB
      (mg/g)
                                                                                        EFFECT OF ADSORBENT
                       3                                              ACHB
                                                                                        DOSAGE ON
                       2
                       1
                                                                                        ADSORPTION CAPACITY
                       0
                           0      0.5       1        1.5
                               Adsorbent Dose (g/100 mL)




                                                                                 5
EFFECT OF                                                  Adsorption Capacity
                                                                                 4
TEMPERATURE
                                                                                                                  RHB
                                                                 (mg/g)
ON ADSORPTION                                                                    3
CAPACITY temperature on the
The effect of                                                                    2                                ACHB
adsorption equilibrium were
investigated                                                                     1
under isothermal conditions in the                                               0
temperature range of 20 – 50 oC.                                                  290   300   310    320    330
                                                                                          Temeprature (K)
EFFECT OF PH ON ADSORPTION CAPACITY


                                5

                                4
 Adsorption Capacity




                                3                          RHB
                       (mg/g)




                                2                          ACHB
                                1

                                0

                                    0   5        10   15

                                            pH
ADSORPTION KINETICS
 KINETIC MODELS
 Pseudo–First Order Equation
         ln(q e – q t ) = ln q e – k 1 t

    The values of q e and k 1 are obtained
 by plotting a graph of ln(q e – q t ) Vs t.


 Pseudo–Second Order Equation
                         t / q t = 1 / ( k 2 q e2) +
 t / qe
     The values of k 2 and q e can be
KINETIC CONSTANTS FOR THE ADSORPTION OF
  COPPER IONS

Adsor   Pseudo first order          Pseudo second           qe
  -          model                   order model            (expt.)
bents                                                        (mg
          qe        K1      R2     K2        qe      R2
                  (min −1                                   g −1 )
        (cal)                     (g      (cal)
         (mg         )           mg −1     (mg
         g −1 )                  min −1 )  g −1 )



RHB     1.54      0.025 0.951     0.07    2.358     0.998   2.3183
                    7     9                 5         5
ACHB    1.342 0.019 0.829        0.099 3.409        0.999   3.3991
          9     1     4                  5            6
ADSORPTION ISOTHERMS
ISOTHERM MODELS
      Langmuir model
        C e /q e = 1/X m b + C e /X m
         Hence a plot of C e /q e Vs C e
should be a straight line with a slope
1/X m and intercept as 1/X m b.
      Freundlich model
                           qe = Kf Ce   (1/n)

           or
 lnq e = lnK f + 1/n lnC e
          A plot of lnq e Vs lnC e should
be a straight line with a slope 1/n and
ISOTHERM CONSTANTS FOR THE ADSORPTION
 OF COPPER IONS


Adsorbe   Langmuir constants           Freundlich
  nts                                  constants
           Xm       b      R2      n       K      R2
          (mg/g
            )                           (mg/g)
 RHB      8.110   0.050   0.976   1.468 0.546    0.999
            3       7       8       9     5        7
 ACHB     8.369   0.215   0.997   1.781 1.646    0.974
            2       3       9       6     7        8
The thermodynamic properties such as
standard Gibbs free energy (∆Go), standard
enthalpy change(∆Ho) and standard entropy
change (∆So) were calculated using the
following equation.
                   ∆Go = -RT ln Kc

ln Kc = (CBe/CAe)

The standard enthalpy (∆H˚) and entropy
(∆S˚) of adsorption were determined from the
Van’t Hoff equation,
                ln Kc = (∆S˚ /R) – (∆H˚ / RT)
THERMODYNAMIC PARAMETERS FOR THE ADSORPTION OF
COPPER ION



 T                 RHB                           ACHB
(K)     ∆G˚        ∆H˚         ∆S˚       ∆G˚    ∆H˚       ∆S˚
      (kJ mol -    (kJ      (kJ mol -1   (kJ    (kJ    (kJ mol -1
          1
            )       mol -       K -1 )    mol -  mol -     K -1 )
                     1
                       )                    1
                                              )   1
                                                    )
                                          -
29 -0.3219
                                          9.0
  3
                                          212
                                          -
30
                                          4.3
  3 -0.8088
                  23.68      0.0814       651 -71.12 -0.2151
                                          -
31
                                          3.9
  3 -1.5051
                                          583
                                          -
CONCLUSION
The Hevea brasiliensis saw dust which is
an agricultural waste was found to be a
very good adsorbent for the removal of
copper from aqueous solution.

The surface morphology involved in all
the adsorbents were determined by
analyzing through SEM.

Adsorption of Cu (II) on RHB and ACHB as
been shown to depend significantly on the
contact time, pH, initial concentration,
dosage and temperature.

Among the kinetic models tested, the
adsorption kinetics was best described by
The adsorption process is endothermic
for RHB and exothermic for ACHB.

Electrostatic attraction in addition to
ion-exchange might be involved in the
adsorption of copper ions onto MHB which
showed better adsorption capacity when
compared to ACHB, CAC and RHB.

The study revealed that this adsorbent is
inexpensive, indigenous, easily available
material and it can be used for the
removal of copper in industrial effluents.

Finally, we can conclude that ACH can
be used as a low cost alternate adsorbent
for the removal of metal-containing
Guided by
• Dr Lima Rose Miranda
• Ms M Helen Kalavathy
THANK YOU

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Adsorption of copper on raw, and activated 1

  • 1. Adsorption of copper on Raw, and Activated Hevea brasiliensis Ashwin Dhanasekar, Michael Angelo Miranda Sri Venkateswara College of Engineering, TN
  • 2. INTRODUCTION  The contamination of water by toxic heavy metals through the discharge of industrial waste water is a world wide environmental problem.  Heavy metals such as lead, cadmium, copper, arsenic, nickel, chromium, zinc and mercury have been
  • 3. Adsorption based process offer more reliable and more efficient removal of complex inorganic and organic materials than many other conventional treatment methods. The present endeavour has been contributed to the utilization of the relatively common, cheap and thrown away waste rubber wood sawdust as a raw material for the production of activated carbon and using the same as an adsorbents for removal of metal ions from waste water.
  • 4. SCOPE AND OBJECTIVE OF THE PRESENT WORK  To identify the prospects of using low cost substance as raw materials for the production of adsorbents for removing heavy metals such as copper, cadmium, nickel, chromium, zinc, lead, cobalt etc from wastewater.  To produce activated carbon from rubber wood sawdust by chemical activation method using phosphoric acid as activating agent.  Characterization of adsorbents by means of Iodine number, Methylene Blue number, Methyl violet number, surface area, SEM photographs etc.
  • 5. To carry out the batch adsorption process for removing copper ions from synthetic wastewater onto adsorbents To obtain the kinetic data and equilibrium data in batch system by studying the effects of different experimental parameters such as agitation time, initial concentration of metal ions, the dosage of activated carbon, particle size, temperature and pH on adsorption capacity .
  • 6. Adsorbent Raw adsorbent Activated carbon Acid Activation Base Activation
  • 7. PREPARATION OF ACTIVATED CARBON TYPES OF ACTIVATION  Physical Activation  Chemical Activation CHEMICAL ACTIVATION The activating agents are Phosphoric acid Sulphuric acid Zinc Chloride Potassium hydroxide
  • 8. CHARACTERIZATION OF ADSORBENTS Adsorben Iodine Methylen Methyl Specifi t number e blue violet c (mg g -1 ) number number Surfac (mg g -1 ) (mg g -1 ) e area (m 2 g -1 ) RHB 635.21 85 40 754.82 ACHB 756.12 170 105 971.28
  • 10. BATCH ADSORPTION STUDIES  Adsorption Kinetics • Pseudo first order model • Pseudo second order model  Adsorption Isotherms • Langmuir isotherm • Freundlich isotherm  Thermodynamic Parameters
  • 11. Adsorption Capacity 4 EFFECT OF CONTACT 3 RHB TIME ON (mg/g) 2 ACHB ADSORPTION 1 CAPACITY 0 0 100 200 300 400 Time (min) 7 EFFECT OF INITIAL (mg/g) 6 5 METAL ION RHB 4 CONCENTRATION ON Adsorption Capacity ACHB 3 ADSORPTION 2 CAPACITY 1 0 0 20 40 60 Initial Concentration (mg/L)
  • 12. Adsorption Capacity 6 5 4 RHB (mg/g) EFFECT OF ADSORBENT 3 ACHB DOSAGE ON 2 1 ADSORPTION CAPACITY 0 0 0.5 1 1.5 Adsorbent Dose (g/100 mL) 5 EFFECT OF Adsorption Capacity 4 TEMPERATURE RHB (mg/g) ON ADSORPTION 3 CAPACITY temperature on the The effect of 2 ACHB adsorption equilibrium were investigated 1 under isothermal conditions in the 0 temperature range of 20 – 50 oC. 290 300 310 320 330 Temeprature (K)
  • 13. EFFECT OF PH ON ADSORPTION CAPACITY 5 4 Adsorption Capacity 3 RHB (mg/g) 2 ACHB 1 0 0 5 10 15 pH
  • 14. ADSORPTION KINETICS KINETIC MODELS  Pseudo–First Order Equation ln(q e – q t ) = ln q e – k 1 t The values of q e and k 1 are obtained by plotting a graph of ln(q e – q t ) Vs t.  Pseudo–Second Order Equation t / q t = 1 / ( k 2 q e2) + t / qe The values of k 2 and q e can be
  • 15. KINETIC CONSTANTS FOR THE ADSORPTION OF COPPER IONS Adsor Pseudo first order Pseudo second qe - model order model (expt.) bents (mg qe K1 R2 K2 qe R2 (min −1 g −1 ) (cal) (g (cal) (mg ) mg −1 (mg g −1 ) min −1 ) g −1 ) RHB 1.54 0.025 0.951 0.07 2.358 0.998 2.3183 7 9 5 5 ACHB 1.342 0.019 0.829 0.099 3.409 0.999 3.3991 9 1 4 5 6
  • 16. ADSORPTION ISOTHERMS ISOTHERM MODELS  Langmuir model C e /q e = 1/X m b + C e /X m Hence a plot of C e /q e Vs C e should be a straight line with a slope 1/X m and intercept as 1/X m b.  Freundlich model qe = Kf Ce (1/n) or lnq e = lnK f + 1/n lnC e A plot of lnq e Vs lnC e should be a straight line with a slope 1/n and
  • 17. ISOTHERM CONSTANTS FOR THE ADSORPTION OF COPPER IONS Adsorbe Langmuir constants Freundlich nts constants Xm b R2 n K R2 (mg/g ) (mg/g) RHB 8.110 0.050 0.976 1.468 0.546 0.999 3 7 8 9 5 7 ACHB 8.369 0.215 0.997 1.781 1.646 0.974 2 3 9 6 7 8
  • 18. The thermodynamic properties such as standard Gibbs free energy (∆Go), standard enthalpy change(∆Ho) and standard entropy change (∆So) were calculated using the following equation. ∆Go = -RT ln Kc ln Kc = (CBe/CAe) The standard enthalpy (∆H˚) and entropy (∆S˚) of adsorption were determined from the Van’t Hoff equation, ln Kc = (∆S˚ /R) – (∆H˚ / RT)
  • 19. THERMODYNAMIC PARAMETERS FOR THE ADSORPTION OF COPPER ION T RHB ACHB (K) ∆G˚ ∆H˚ ∆S˚ ∆G˚ ∆H˚ ∆S˚ (kJ mol - (kJ (kJ mol -1 (kJ (kJ (kJ mol -1 1 ) mol - K -1 ) mol - mol - K -1 ) 1 ) 1 ) 1 ) - 29 -0.3219 9.0 3 212 - 30 4.3 3 -0.8088 23.68 0.0814 651 -71.12 -0.2151 - 31 3.9 3 -1.5051 583 -
  • 20. CONCLUSION The Hevea brasiliensis saw dust which is an agricultural waste was found to be a very good adsorbent for the removal of copper from aqueous solution. The surface morphology involved in all the adsorbents were determined by analyzing through SEM. Adsorption of Cu (II) on RHB and ACHB as been shown to depend significantly on the contact time, pH, initial concentration, dosage and temperature. Among the kinetic models tested, the adsorption kinetics was best described by
  • 21. The adsorption process is endothermic for RHB and exothermic for ACHB. Electrostatic attraction in addition to ion-exchange might be involved in the adsorption of copper ions onto MHB which showed better adsorption capacity when compared to ACHB, CAC and RHB. The study revealed that this adsorbent is inexpensive, indigenous, easily available material and it can be used for the removal of copper in industrial effluents. Finally, we can conclude that ACH can be used as a low cost alternate adsorbent for the removal of metal-containing
  • 22. Guided by • Dr Lima Rose Miranda • Ms M Helen Kalavathy