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    ADSORPTIVE REMOVAL AND RECOVERY OF AlUM INIUM (II I ), IRON

    (II ) AND CHROMIUM (VI) ONTO A LOW COST FUNCTIONALI ZED

    Phragmities karka WASTE

    A Dissertation Submitted to the Central Department of Chemistry

    Tribhuvan University, Kirtipur

    Kathmandu, Nepal

    In Partial Fulfillment of Requirements for the

    Master's Degree in Chemistry

    20010-2011

    By

    SHUKRA RAJ REGMI

    Symbol No: 13164

    Reg. No: 6-2-325-156-2005

    October 2013

    Central Department of Chemistry

    Institute of Science and Technology

    Tribhuvan University

    Kirtipur, Kathmandu

    Nepal

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    Tribhuvan University

    Institute of Science & Technology

    Central Department of Chemistry

    Kirtipur, Kathmandu

    The dissertation entitled

    ADSORPTIVE REMOVAL AND RECOVERY OF AlUMINIUM (III), IRON (II) AND

    CHROMIUM (VI) ONTO A LOW COST FUNCTIONALIZED Phragmities karka WASTE

    Submitted by

    SHUKRA RAJ REGMI

    has been accepted as a partial fulfillment of the requirements for the Master's

    Degree in Chemistry

    ...........................................

    Prof. Dr. Kedar Nath Ghimire

    Head of the Department

    Central Department of Chemistry

    ......................... .......................

    External Examiner Internal Examiner

    Dr. Prem Ratna Sthapit Prof. Dr. Megh Raj PokhrelM.Sc., Ph.D (U.K) M.Sc.,Ph.D.,(German)

    Former Deputy Director General Tribhuwan University

    Nepal Govt., Dept. of Medicinal plant

    ..

    SupervisorProf. Dr. Kedar Nath Ghimire

    Central Department of ChemistryTribhuvan University

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    FOREWORD

    The dissertation entitled ADSORPTION BEHAVIOUR OF AlUMINIUM(III),IRON(II)

    & CHROMIUM(VI) ONTO FUNCTIONALIZED Phragmities karka ( NALKAT )STEM submitted by Mr. Shukraraj Regmi for the M. Sc. Degree in Chemistry has been

    carried out under my supervision in the academic year 2010-2012. During the research

    period he had performed his work sincerely & satisfactorily.

    ............................................

    Supervisor

    Dr. Kedar Nath Ghimire

    Professor of ChemistryCentral Department of Chemistry

    Tribhuvan University

    Kathmandu,Nepal

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    ACKNOWLEDGMENT

    It is a matter of great pleasure to express my sincere gratitude to my research

    supervisor Prof. Dr. Kedar Nath Ghimire, Head of Central Department of Chemistry,

    Tribhuvan University for his valuable guidance, support, constant encouragement and

    providing a great knowledge throughout this entire research work. His encouragements,

    assistance at all times have been of immense value. I would like to express my sincere thanks

    to Prof. Dr. Megh Raj Pokhrel, Prof. Dr Rajaram Pradhananga, Prof. Jaya Krishna shrestha

    Associate. Prof. Dr Deba Bahadur Khadka, Associate. Prof. Dr. Rameshor Adhikari Asst.Prof. Mr santosh Khanal & all the supporting staffs of the Central Department of Chemistry

    & Central Library. I express my sincere thanks to my wife Isha & son Heem Shankar for

    helping me in preparing this Dissertation work. I would like to express sincere gratitude to

    my heavenly father Sada Ananda Regmi & mother Radhika Regmi, for their co-operation

    and support throughout the entire period of my study. And finally special thanks for UGC

    Institutional Grant for fully supported the research of this dissertation work.

    Shukra Raj Regmi

    26 October, 2013, Kritipur

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    ABSTRACT

    Chemically modified adsorbent based onphragmitiesstem has been investigated by

    treating with concentrated sulfuric acid at 2:1 weight/volume ratio. Thus prepared adsorbent

    has been found to be effective in the adsorption of aluminium, iron and chromium from

    aqueous medium. The maximum loading capacity for Al(III) and Fe(II) onto PCNW

    adsorbent was found to be 148 mg/g and 200 mg/g, while for Cr(VI) 200 mg/g, respectively,

    at their optimal pH. Similarly, it was 166.66 mg/g and 90.90 for Al (III) and Fe(II) onto the

    CNW, respectively. Freundlich plot and pseudo-second order kinetic model followed the

    adsorption process. The desorption of the loaded metal ions recovery was found to be to

    the extent of 81%, 91% and 100% for Al(III), Fe(II) and Cr (VI), respectively.

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    ABBREVIATIONS

    L = Liter

    N = Phragmities karka (For all CNW & PCNW)

    g = Grammg = Milligram

    mg/L = Milligram per liter

    mL = Milliliter.

    g/L = Microgram per liter

    % = Percentage

    mg/g = Milligram per gram

    mmol/kg = Millimol per kilogram

    moL/kg = Mole per kilogram

    ppm = Parts per million

    %A = Percentage adsorption

    pHe = Equilibrium pH.

    Fe(II) = Ferric iron

    Al(III) = Aluminium

    Cr(VI) = Hexavalent chromium.

    DPCI = 1, 5-Diphenylcarbazide.

    qm = Maximum adsorption capacity in mg/g

    qe = Amount adsorbed at equilibrium in mg/g.

    qt = Amount adsorbed at time tin mg/g.

    Ce = Equilibrium concentration of metal ion in mg/L

    Ci = Initial concentration of metal ion in mg/L

    Ct = Concentration of metal ion at time tin mg/L

    V = Volume of metal solution in Liter

    W = Weight of adsorbent used in gram

    1/n = Adsorption intensity

    K = Adsorption capacity

    KL = Langmuir equilibrium parameter

    b = Langmuir constant in L/mg

    K1 = Pseudo first order rate constant in min-1

    K2 = Pseudo second order rate constant in in g/mg.min

    K21 = Second order rate constant in g/mg.min

    V0 = Initial adsorption rate in mg/g.min.

    = Molar Excitation coefficien

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    CONTENTS

    1. Introduction Page. No

    1.1 General introduction 1-8

    1.2 low cost adsorbent and importance of biosorption

    1.3 Batch adsorption experiment

    1.4 Adsorption Isotherm

    1.4.1 Langmuir adsorption isotherm

    1.4.2 Freundlich Isotherm

    1.5 Adsorption Kinetics

    1.5.1 Pseudo first order model1.5.2 Pseudo-second order model

    1.5.3 Second order model

    1.6 Spectrophotometric Method

    1.6.1 Spectrophotometric determination of Al(III)

    1.6.2 Specrrophotometric determination of Fe(II)

    1.6.3 Specrrophotometric determination of Cr(VI)1.7Interference

    2. Literature Review 9-11

    3. Objectives of the Research Work 124. Methodology 13-18

    4.1 Instrumentation

    4.2 Preparation of reagents

    4.3 Preparation of bioadsorbent

    4.3.1 Acid modification

    4.3.2 Phosphorylation of adsorbent

    4.4 Procedure for desorption studies

    5.Effect of chemical modification

    5.1 Effect of chemical modification on Al(III)5.2 Effect of chemical modification on Fe(II)

    5.3Effect of chemical modification on Cr(VI

    6. Result and Discussion for Al(III) 19-31

    6.1 Determination of max for spectrophotometer for Al(III)

    6.2 Construction of Calibration curve for Al(III)

    6.3 Batch pH study for Al(III)

    6.4 Batch kinetic study of Al(III)

    6.5 Batch equilibrium time study of Al(III)

    6.6 Batch Isotherm studies of Al(III)

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    7. Result and Discussion for Fe(II) 32-45

    7.1 Determination of max for spectrophotometer for Fe(II)

    7.2 Construction of calibration curve for Fe(II)

    7.3 Batch pH study for Fe(II)7.4 Batch kinetic study of Fe(II)

    7.5 Batch equilibrium time study of Fe(II)

    7.6 Batch Isotherm studies of Fe(II)

    8. Result and Discussion for Cr (VI) 46-57

    8.1 Determination of maxfor spectrophotometer for Cr(VI)

    8.2 Construction of calibration curve for Cr(VI)

    8.3 Batch pH study for Cr(VI)

    8.4 Batch kinetic study of Cr(VI)

    8.5 Batch equilibrium time study of Cr(VI)8.6 Batch Isotherms studies of Cr(VI)

    9. Desorption and metal recovery 58-60

    10. Conclusion 61

    11. Application of the research work 62

    12. Suggestion for further work 62

    13. Limitation of the Present Study 63

    15. References 65-67

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    1. Introduction

    1.1 General Introduction

    Heavy metals are, high density toxic pollutants, mainly include transitional metal,

    metalloids, lanthanides & actinide1, eg Cr(VI), Cd(II), Pb(II), Fe(III), Fe(II), Al(III), Ni(II),

    Zn(II) Cu(II)2. Industrialization mainly concern to the chemical industry cause them to

    released into aquatic ecosystem human enrollment like industrial, mining and agricultural

    activities includes electroplating, leather tanning, cement, mining, dyeing, fertilizer and

    photography industries. Heavy metals are non biodegradable and may cause health problem

    to animal, plants, human being and environmental problem as well1.

    Hexavalent Chromium is carcinogenic causes liver damage, pulmonary congestionand causes skin irritation resulting in ulcer formation1. The tolerance limit for Cr (IV) for

    discharge into inland surface waters is 0.1 mgL-1and in potable water is 0.05 mgL-1. But its

    concentration in industrial waste water ranges from 0.5-270 mgL-1. Hexavalent chromium,

    Cr(VI) exist in the aqueous solution as oxy anions such as chromate(CrO42-),

    dichromate(Cr2O72-), (HCrO4

    -) and (HCr2O7-) form2.

    Trivalent Aluminium is non essential to the plants & animals.excess soluble of

    Al(III) in water cause the destruct food on of bone, lungs, spleen liver, & brain. It is also the

    cause of Azlimers, clinically charactrrised by gradual loss of congnitive function, other

    cause may be anaemia. Dentalcaries, hepatic & renal dysfunction, neuromuscular disorders,

    Osteomalacia & blood cancer. UN food & agricultural organization recommended

    maximum level for irrigation is 5 mg/L., In ground water its concentration should be less

    than 0.1/L.

    Iron is also a toxic if present in excess, which cause anorexia, oliguria, diarrhea,

    hypothermia, diphasic shock & metabolic acidosis & even death. In addition to these,

    patients experiences vascular congestion of the gastrointestinal tract and liver toxicity via

    lipid peroxidation & destruction of hepatic mitochondria. Several iron storage disease such

    as cirrhosis, hepatoma siderosis, myocardial infection etc. The UN food and agriculture

    organization recommended level for irrigation water is 5 mg/L. The USEPA secondary

    drinking water standard MLC is 0.3 mg/L.

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    1.2 low cost adsorbent and importance of biosorption

    There are different methods of treatment of heavy metal contaminated water. They are

    chemical precipitation, lime coagulation, ion-exchange, reverse osmosis, solvent extraction,

    reduction, electro dialysis, evaporation, electrochemical precipitation. However these

    methods are not widely acceptable due to high capital and operational costs and problem in

    disposal of residual metal sludge.

    Biosorption is an effective and versatile method for removing of these heavy metal

    Al(III), Fe(II), Cr(VI) and other heavy metals from heavy metal contaminated effluents.

    There are number of biosorbents which have been investigated for the removal of different

    metal from aqueous solution.The chemically modified carbon is commonly used as an adsorbent for the removing

    of Al(III), Fe(II), Cr(VI) because of its effective adsorption capacity in trace level at low

    cost. Chemically modified carbon has been prepared from the various agriculture waste as

    Phragmities karkastem, sugarcane bagasses, rice husk, coconut shell, Banana bark, pine

    leaf, wood and dust, Lapsi seeds etc.1These carbon which are prepared from agriculture

    waste contain high percentage of carbon and have fairly high adsorption capacity for heavy

    metals including Al(III), Fe(II), Cr(VI). A great interest has been focused to understand the

    mechanism of adsorption of this metal in carbon prepared from agriculture waste.1

    The carbon prepared from agriculture waste can be activated by various method like

    chemical modification, steam activation, thermal activation etc. By means of such

    activation, the effective surface area of carbon increases and surface of the adsorbent gets

    modified due to formation of different functional groups.7In Nepal lots of biomaterial like,

    Phragmities karka stem, sugarcane bagasses, rice husk, maize barn, apple waste, orange

    waste and banana bark are easily available as waste material

    Phragmities karka stem is one of the very popular in making roof & bar in

    agricultural farm, and the waste produced is abundantly found in mountain & Terai region

    of Nepal, it is burnt as a less efficient fuel causing air pollution mainlyin October season.

    Therefore it is quite suitable to use as an adsorbent rather than wasting. In present research

    work, Phragmities karka stem is collected from periphery of Tribhuwan University Kritipur

    Kathmandu has been explored to convert into cost effective environmental friendly

    bioadsorbent for the removal of Al(III), Fe(II), Cr(VI) from aqueous solution.2

    1.3 Batch adsorption experiment

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    The phenomenon of increasing the concentration of substance on the surface of

    a solid or liquid than in the bulk of solid or liquid is called adsorption.

    The substance onto which adsorption takes place is called as adsorbent and which get adsorb

    is called as adsorbate. The adsorption of various metals onto adsorbent can be studied by

    Column and Batch experiment.

    In column adsorption method, a column of adsorbent of particular length and internal

    diameter is made and effluent is allowed to flow through a reservoir at the top of the column

    using a flow controller. Effluent samples were collected at each interval of time and examine

    for residual metal content to evaluate the efficiency of the column. The metal concentration

    before and after adsorption is measured by using spectrophotometer.

    In batch experiments, a definite mass of the adsorbent is agitated with the predetermined

    volume of metal solution into the stopper bottle. Stopper bottle is vigorously shaken in a

    mechanical shaker at room temperature for 24 h to attain adsorption equilibrium. The initial

    and equilibrium concentrations of metal ions are determined using spectrophotometers. (1, 4,

    8, 9)

    Heavy metal adsorption onto adsorbent is affected by different parameters

    such as initial concentration of metal ions (mg/L, contact time in minutes), amount of

    adsorbent used (g/L), temperature (C) and pH of the solution.(4,10) To understand the

    mechanism and effectiveness of adsorption, any one of the above parameter is varied by

    keeping the other parameters constant.4

    From the metal concentration measurement before and after adsorption,

    amount of metal ion adsorption onto adsorbent is determined by using following relation

    as1.

    qt = VW

    CCei

    .......................(1)

    Where, Ci and Ce are initial & equilibrium metal ion concentration in mg/L

    respectively. qtis the amount of metal adsorbed at time tin mg/g. V is the volume of metal

    solution in L. W is the weight of adsorbent in gm.

    Metal removal percentage is calculated by using a formula.

    A (%) = 001C

    CC

    i

    ei

    .......................... (2)

    This is the ratio of decrease in metal ion concentration before and after adsorption

    to the initial concentration. The distribution ratio (D) is defined as the ratio of the amount

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    of desorption to the metal ion concentration in aqueous solution of equilibrium .It is

    calculated as:

    D = ci - ce/ ce = qe /ce.(3)

    Where, qe is the equilibrium amount of adsorption of metal ion per unit mass of the

    adsorbent and Ceis the equilibrium concentration in mg/L and D is the distribution factor

    for the adsorption in L/g.

    1.4 Adsorption isotherm

    Adsorption isotherm is a curve which relates the amount of the adsorbedper

    unit mass of adsorbent to the amount of unabsorbedadsorbate remainingin the solution at

    equilibrium time. Experimentally isotherms are useful for describing adsorption capacity to

    evaluate the feasibility of these processes for a given application.14

    The equation parameters and the underlying thermodynamic assumption s of these

    equilibrium models often provide some insight into both the sorption mechanism and the

    surface properties and affinities of the sorbent. In order to describe the adsorption

    characteristics of low cost sorbent used in water and waste water treatment, experimental

    equilibrium data are most frequently modeled by the relationship developed by Langmuir

    and Freundlich.

    1.4.1 Langmuir adsorption isotherm

    Langmuir adsorption isotherm is the best known of all isotherms describing

    adsorption and it has been successfully applied to much adsorption process. Langmuir

    isotherm is used to describe single layer adsorption characteristic of the adsorbent. The

    isotherm can be represented by the following expression15.

    e

    e

    bCaX

    C ........................... (4)

    Where, Ceis the concentration of adsorbate, which is in dynamic equilibrium with

    the adsorbents adsorbed on charcoal, x is the amount of adsorbate adsorbed per gram

    charcoal, and 'a' and 'b' are Langmuir constant.

    Langmuir adsorption isotherm can be rearranged and the linear form of Langmuir

    equation is given by. (2, 14, 16)

    e

    emaxe

    bC1

    bCqq

    ........................................ (5)

    This equation can be further simplified as,

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    m

    e

    me

    e

    q

    C

    bq

    1

    q

    C ................. (6)

    Where qe is milligram of metal accumulated per gram of the adsorbent at

    equilibrium (mg/g), Ce is the equilibrium concentration of adsorbate (mg/L), qm themaximum adsorption capacity and b is the Langmuir adsorption equilibrium constant

    (L/mg). When Ce/qeis plotted against Ce, then a straight line with a slope equal to 1/qmand

    interceptbq

    1

    m

    obtained from which qmvalue can be calculated.

    According to Hay et.al(1996), the essential features of the Langmuir Isotherm can

    be expressed in terms of a dimensionless constant separation factor or equilibrium parameter

    (KL) which is defined by the following relationship.

    (2,17)

    KL=i

    bC1

    1

    ............................................ (7)

    Where Ciis the initial concentration of the adsorbate (mg/L) and KLis the Langmuir

    equilibrium parameters. The parameters KLindicate the shape of Isotherm and nature of the

    adsorption process. (KL>1 for unfavorable, KL= 1 favorable, KL= zero for irreversible(2, 16)

    1.4.2 Freundlich isothermThe Linear from of Freundlich model is represented by the following equation.14

    qe= KCe1/n.................................. (7)

    In logarithmic form,

    Log qe= log k + 1/n log Ce.................................. (8)

    Where, K and n are the Freundlich constant which are considered to be the

    relative indicators of adsorption capacity and adsorption intensity. The value of 1/n varies

    between 0-1 indicates the favorable adsorption of heavy metal.18

    1.5 Adsorption kinetics

    Adsorption kinetics study is the study of rate and mechanism of the adsorption

    process. There are numerous adsorption kinetics models that are used to describe the uptake

    of adsorbate by different adsorbent. The pseudo-first order rate equat, the pseudo second

    order rate equation and second order rate equation has been used widely for the description

    of adsorption kinetic model. The conformity between experimental data and the model

    predicted values was expressed by the correlation coefficient (R1values close or equal to

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    1). A relatively higher value indicates that the model successfully describe the kinetic of

    adsorption.(1, 19)

    1.5.1 The pseudo first order model

    The line raised form pseudo first order model is generally expressed as follows.

    )q(qKdt

    dqte1

    t .................................. (9)

    Where qeand qtare amount of metal adsorbed at equilibrium and at time t, respectively

    (mg/g). K1is the rate constant of pseudo first order adsorption (L min-1).(1, 20)

    After integration and applying boundary conditions t = 0 to t = t and q t= 0 to qt= qt, the

    integrated form of equation (9) becomes

    Log (qe-qt) = log (qe)3032.

    K1

    t .......................... (10)

    The plot of log (qe-qt) vs 't' should give a straight line from which k1and qecan be determined

    from slopes and intercept of the plot respectively.

    1.5.2 Pseudo-second order model

    The pseudo second order adsorption Kinetic rates equation is expressed as (Ho et.

    al.2000) (1, 20)

    2

    te2t )q(qk

    dt

    dq .......................... (11)

    Where K2is the pseudo second order rate constant mg-1min-1and qeand qtare the

    amount of metal ion adsorbed at equilibrium and at time t respectively (mg/g).

    By applying boundary condition t= o to t = t & q t= 0 to qt= qtthe integrated from

    of equation (11) becomes.

    (t)q

    1

    qk

    1

    q

    t

    e2e2t

    ...................... (12)

    If initial adsorption rate vomg g-1min-1is

    vo= K2qe2................................................. (13)

    Then equation (13) becomes

    (t)q

    1

    v

    1

    q

    t

    eot

    ................................................. (14)

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    The plot of t/qt vs. t of equation (14) should give a straight line having slope 1/qe and

    intercept 2e2qK

    1. So the pseudo second order rate constant and amount of metal ion adsorbed

    at equilibrium can be calculated.

    1

    1.5.3 The second order model

    The second order adsorption kinetic rate equation is expressed as (Ho et. al.1996).

    (t)kq

    1

    )q(q

    1 12

    3te

    ................................................. (15)

    Where, qeand qthave their respective meaning. t is contact time and K21 is second order

    rate constant (g/mg. min). The plot of (1/qe-qt) vst should be a straight line with slope

    equal to K21 & intercept 1/qe.

    19

    1.6 Spectrophotometric method

    1.6.1 Spectrophotometric determination of Al(III)

    Spectrophotometric determination of aluminium ion by Erichrome cyanine R ismore superior to other. With this reagent, dilute Al solution buffered to a pH of 6.0 produced

    red to a pink color complexes that exhibit maximum adsorption at near about 530 nm 37.

    The intensity of the developed color is influenced by the Aluminium concentration, reaction

    time, temperature, pH, alkalinity and concentration of the other ions. The minimum and

    maximum concentration range detectable by this method in the absence of fluorides and

    complex phosphate is approximately 6-400 g/L. A pure reagent should be brick red in

    color, which fed to a pale yellow color in about two weeks.38It appears that the form of the

    dye which reacts with Al(III) ion is the strongly color one. Hence, it is most important for

    the optimization of the reagent that should be added in complex formation38.

    1.6.2 Specrrophotometric determination of Fe(II)

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    Sensitivity and detection limit for the atomic adsorption spectroscopy (AAS) methods, the

    ICP methods and the phenanthroline colorimetric procedure are almost similar and generally

    adequate for the analysis of natural and treated water.

    Thiocynate, dipyridine, tripyridine and 1, 10 phenanthroline are important indicators for the

    spectrophotometric determination of iron. The method consisting of red complex that forms between

    Fe(II) and 1,10 phenanthroline seems to be more practical and sensitive.The orange red

    phenanthroline complex (C12H8N2)Fe2+can be formed quantitatively in the pH range 2-9 with the

    suitable reagent concentration.

    Fe2+ + 3 phen Fe(phen)32+

    The molar extinction coefficient of the complex (C12H8N2) Fe2+, is 11,100 at 508 nm. The

    intensity of the color is independent of pH in the range of 3 to 9.The complex is very stable and the

    color intensity does not change appreciably over long period of time. Color standards are stable for

    at least 6 months.

    The iron must be in ferrous state, and hence a reducing agent is added before the color is

    developed. Hydroxylamine hydrochloride can be used to reduce ferric ion to ferrous form.

    2 Fe3++ 2 NH2OH + 20H- 2 Fe2++ N2 +4H2O

    The pH was adjusted at 4.5 by using the acetate buffer.

    1.6.3 Spectrophotometric determination of Cr(VI)

    A more sensitive method for the determination of Chromium (IV) is diphenyl carbazide

    indicator (DPCI) method, in which Cr(VI) form a pink colored complexes, with 1,5-

    diphenylcarbazide in acidic medium and can be spectrophotometricaly analyzed. (1, 21, 22,23)

    1.7 Interference

    In addition to colored ions, other ions interfere to a greater or lesser extent. Among the

    interfering substances are strong oxidizing agent, cyanide, nitrite, phosphate, chromium, zinc in

    concentration exceeding 10 times with that of iron, cobalt, and copper in excess of 5 mg/L and Nickel

    in excess of 2 mg/L. Bismuth, cadmium, mercury, Molybdate and silver precipitate phenanthroline.

    Adding excess hydroxylamine hydrochloride eliminates error caused by excessive concentrations of

    strong oxidized agent. In the presence of interfering metal ions, a larger excess of phenanthroline

    should be used to replace that complexes by the interfering metals. A great advantage of 1, 10-

    phenanthroline over some other iron reagents lies in the possibility of using it in slightly acidic

    medium. In this method, predetermine volume and concentration of iron solution mixed with

    required amount of other reagents and maintained at fixed pH is subjected to spectrophotometric

    measurement. This value issued to determine other parameters37,38,39.

    2. Literature review

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    There are different methods of the treatment of Cr(VI) contaminated water

    like chemical precipitation, lime coagulation, ion exchange, reduction, reverse osmosis,

    solvent extraction, electro dialysis, electrochemical precipitation, cementation etc.(1, 2, 4, 5)

    However these methods are not widely acceptable due to high operational costs and problem

    in disposal of residual metal sludge. Owing to this reason much attention has been given to

    investigate the cheaper technique. Recently, biological waste material for the heavy metal

    removal has been increasing because of their high metal binding capacity and cost effective

    nature.

    Adsorption process has been found to be one of the alternatives to lower down the

    concentration of Chromium from aqueous solution. This can be removed by adsorption onto

    various adsorbents derived from different sources. One of the most widely used adsorbent

    is charcoal which can easily removed Cr(VI) from aqueous solution. Charcoal can be

    prepared from various sources like sawdust, rice husk, rubber wood, fruit shell, fruit seed

    etc. However, activated charcoal seems to be less effective as compare to that of

    functionalized materials derived from several sources.

    Dodrowolski et.al 24 studied the adsorptions of Cr(VI) from aqueous solution on activated

    carbon and found that the reaction rate of ions on the surface of the activated carbon rather

    than diffusion was the major process influencing the equilibrium. Surface reduction of

    Cr(VI) to Cr(III) appeared to be the principal mechanism for the adsorption of chromium

    on the activated carbon.

    Arivoli et al. 4 studied the adsorption of chromium ion from aqueous solution by acid

    activated banana bark carbon and show have effect of variable parameter on adsorption

    process and maximum adsorption takes place at low and high pH value and the amount of

    adsorption increased with increasing ionic strength and temperature. They calculate the

    different thermodynamic parameters as H, S, G0.

    Nomanbhay et.al.3 studied removal of heavy metal from industrial waste using

    chatoyant coated oil palm shell charcoal and they found that chromium ion removal by using

    this adsorbent was appeared to be technically feasible eco-friendly and with high efficiency.

    Besides that the adsorbent can be regenerated by using sodium hydroxide and therefore can

    be reused.

    Hamadi et.al.25 studied the adsorption kinetics for the removal of Cr(VI) from

    aqueous solution by tyres & Sawdust. They found that the removal was favored at low pH,

    with maximum removal at pH 2. They found both sorbets were effective to remove Cr(VI)

    from solution. The sorption kinetics was found to follow pseudo second-ordered model.

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    Ahalya et.al.2studied biosorption of Cr(VI) from aqueous solution by the husk of

    Bengal gram. They found that the removal was favored at pH 2. The adsorption data fit well

    with the Langmuir & Freundlich Isotherm model. The biosorption of Cr(VI) was possible

    due to the ion exchange with hydrogen of OH & -COOH groups presents in the

    lignocelluloses moieties.

    Demirabas et.al.1 studied the adsorption kinetics for the removal of Cr(VI) from

    aqueous solution on the activated carbon prepared from cornelian cherry, apricot stone and

    almond shells. They found that the maximum adsorption of Cr(VI) at pH 1 for all types of

    carbons. The sorption reaction was found to be follow pseudo second order model.

    Baral et.al.20 studied the Hexavalent chromium removal from aqueous solutionby

    adsorption on sawdust. The studies were conducted by varying various parameters such as

    contact time, pH, amount of adsorbent, concentration of adsorbate & temperature. They

    found that the maximum removal of Cr(VI) in the pHrange 4.5-6.5 & sorption reaction was

    found to be follow pseudo-second order.

    Sankararamakrishnan and Sanghi 19 studied the adsorption of Cr(VI) on novel

    xanthated chitosan. They found that the maximum uptake of Cr(VI) by chemically modified

    chitosan at pH 3. Such chemically modified xanthated chitosan might find potential use as

    adsorbent in tannery wastewater treatment.

    Khan and Mohamad 5studied investigations on the removal of Cr(VI)by sugarcane

    bagasse from wastewater. The effect of various parameters on the removal process and

    found that removal was effective at low pH 1 and contact time 4 h. The adsorption data

    obtained during the studied well fitted with the Freundlich Isotherm.

    Gaupta and Babu 26 studied the adsorption of Cr(VI) by low cost adsorbent prepared

    from amarind seeds. They found that the adsorbent prepared from amarind seeds can be

    used for removal of Cr(VI) from aqueous solution and adsorption was favorable at low pH.

    Freundlich adsorption model showed good agreement with the experimental data.

    Nameni et.al.27studied adsorption of hexavalent chromium from aqueous solution

    by wheat bran. They studied the effect of various parameters on Cr(VI) adsorption and found

    that the adsorption of chromium by wheat barn reached to equilibrium after 60 minutes and

    maximum chromium removal (87.8%) obtained at pH 2. The result showed that the

    adsorption follow the pseudo second order kinetics.

    Though there are several works regarding the adsorption onto either using activated

    carbon or with biomaterials as such. Now a day, the great attention has been paid to remove

    the heavy metals by using functionalized biopolymers. Under such circumstances, this

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    dissertation has explored a possibility to derive polyphenolic / polyhydroxy functional

    matrix in sugarcane waste for the purpose of chromium adsorption.

    K.N Ghimire et al.prepared La(III), Ce (III) and Fe(III) loaded orange waste & used

    it for the adsorption of phosphate from aquatic environment ,maximum phosphate update at

    equilibrium was 13.94 mg g-1.It is noted that significant amount of phosphate was absorbed

    by small amount of the modified adsorbent as compared to other adsorbents.

    K.N Ghimire et al. prepared an efficient and cost effective non conventional adsorbent from

    seaweed laminarriya japonica by crosslinking with epichlorohydrin .The maximum

    adsorption capacity for Pb(II), Cd(II), Fe(III) was found to be 1.35 ,1.1, 1.53 mol kg-1

    respectively while 0.87 mol kg-1for both La(III) & Ce(III).

    Hideko koshim et al.,Iron(III) has to be collected or adsorbed to some extent by

    activated charcoal, however adsorption from hydrochloric acid medium has been

    overlooked. Present note will show that Fe(III) is absorbed by activated carbon from 6-10

    mol dn-3 hydrochloric acid solution. Author has reported that removal up to 99% was

    adsorbed from 10 M HCl solution after contact time of 19 hours.

    Bozic et al. ,studied the adsorption of iron & copper ion from synthetic solution

    using saw dust of beech linden, popler tree. The kinetic of adsorption was reported to be

    relatively fast leaching equilibrium for less than 20 minute. The maximum adsorption

    capacity was achieved at pH between 3.5 & 5 for all kind of saw dust studied. No influence

    of particle size was evidenced. A degree of adsorption higher than 80% was achieved for

    Cu++ ion but it is very low for Fe++ions, not exceeding 10%.

    3. Objective of the research work

    The objectives of this entire research work are to investigate adsorbent with suitablefunctional groups for the binding of Al(III), Fe(II) & Cr(VI) by making simple chemical

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    modification of thePhragmities karkawaste. In principle, the target of this research was to

    create the polyphenolic/polyhydroxy functional groups as much as possible onto the

    polymer matrix ofPhragmities karkawaste.

    General objectiveThe general objective of the present work was to prepare low cost bio-adsorbent

    from the agricultural Phragmities karkawaste and to investigate the adsorption capacity of

    the adsorbent in the removal of Al(III), Fe(II) & Cr(VI).

    Specific objective

    The specific objectives of the present works are

    To prepare and characterize the adsorbent for absorption of Al(III), Fe(II) & Cr(VI)

    from aqueous solution.

    To find out the nature of adsorption Isotherm in the removal of Al(III), Fe(II) &

    Cr(VI) from aqueous solution.

    To investigate the effect of pH, initial concentration of absorbate and contact time

    in the removal of Al(III), Fe(II) & Cr(VI) from aqueous solution.

    To study the kinetics of the adsorption reaction and to find out the nature of

    adsorption Isotherm in the removal of of Al(III), Fe(II) & Cr(VI) from aqueous

    solution To compare the adsorption capacity of CNW & PCNW

    To determine the maximum adsorption capacity of the adsorbent.

    4. Methodology

    4.1. Instruments

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    Laboratory mill (Grinder)

    Sieve no. 250 mesh, India

    Weighting balance, model GT 210V, OHAUS, USA.

    Hot air oven, India

    Digital PHmeter, India

    Magnetic stirrer hotplate, UK

    Shaker, India

    WPAS 104 Spectrophotometer, UK

    4.2. Preparation of the reagents

    4.2.1 Potassium dichromate stock solution (1000 mg/L)

    Stock potassium dichromate (K2Cr2O7)solution was prepared by dissolving 2.514 gm

    of potassium dichromate crystal in 1000 mL volumetric flask in 0.1 M HNO3solutions. 1mL

    of stock potassium dichromate solution = 1000 g HCrO4-as in the form of Cr(VI).

    4.1.2 5 M Nitric acid Solution (approx)

    5M nitric acid was prepared by diluting the 32 mL of concentration. HNO3(15.66

    M) in 100 mL volumetric flask in distilled water.

    4.1.3 Preparation of 0.25% 1,5 diphenylcarbazide (DPCI) Solution

    0.25 gm of 1.5diphenylcarbazide crystals were transferred to a 100 mL volumetric

    flask and 50 mL of pure acetone was added slowly with constant striking. Then 50 mL water

    was added up to the mark. Due to the high sensitivity of this solution to light, it was protectedfrom direct sunlight by wrapping the bottle containing the reagent with black paper. This

    prolonged the life span of the reagent. When this solution turned faint red, it was discarded

    and a fresh solution was prepared.

    4.1.4 Buffer solution pH 4

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    Buffer tablet of pH 4 was dissolved in a 100 mL volumetric flask and made up to

    the mark in distilled water.

    4.1.5 Buffer solution of pH 7

    Buffer tablet of pH 7 was dissolved in 100 mL volumetric flask and made up to the

    mark in distilled water.

    4.1.6 Buffer solution of pH 9.2

    Buffer tablet of pH 9.2 was dissolved in a 100 mL volumetric flask and made up to

    the mark in distilled water.

    4.1.7 Buffer solution of pH 4.5

    6.5mL of 0.1M acetic acid solution and 0.1M sodium acetate solution was mixed

    homogenously in 100mL volumetric flask.

    4.1.8 Buffer solution of pH 6

    38 g of anhydrous sodium acetate was dissolved in distilled in 1000 mL volumetric

    flask.2.30 mL of glacial acetic acid was added on it . The volume was then made up to the

    mark.

    4.1.9 Iron(II) stock solution (1000 mg/L)

    An iron (II) stock solution was prepared by dissolving 7.016 gm of Mohrs salt [Fe

    (NH4)2.FeSO4.7H2O]in 1000mL volumetric flask in distilled water with volume up to the

    mark.

    1mL of stock solution = 1000g of Fe(II)

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    4.1.10Preparation of Al(III) stock solution (1000 mg/L)

    35.167 gm of potash alum (K2SO4.Al2(SO4)3.24H2O) was dissolved in 1000ml of

    volumetric flask with 0.1M Nitric acid & volume was made up to the mark.

    4.1.110.1M Acetic Acid

    1.43 ml of glacial acetic acid was taken in 250 mL volumetric flask & volume was

    made up to the mark.

    1mL of stock solution = 1000 g of Al(III)

    4.1.12

    0.1M Sodium acetate solution

    2.05 gm of anhydrous sodium acetate was taken in 250 mL volumetric flask. It was

    dissolved in distilled water and volume was made up to the mark.

    4.1.13 0.20% 1, 10 Phenanthrolin monohydrate solutions

    0.20 gm of 1, 10-Phenanthrolin monohydrate was taken in a 100 ml, volumetric

    flask. It was dissolved in distilled water by heating up to 60C but not allow boiling. After

    complete dissolving, the volume made up to the mark and flask was covered by black paper

    for the prevention of transmission of light.

    4.1.14 10% Hydroxyl amine hydrochloride solution

    10gm of solid hydroxyl amine hydrochloride was placed in 100 ml volumetric flask.

    It was dissolved in distilled water & volume up to the mark.

    4.1.15 0.2% of Erichrome cyanine R solution

    200 gm of Erichrome cyanine R was dissolved in 100 ml volumetric flask. The

    volume was then made up to the mark.

    4.1.16 5 M Sulphuric acid solution (approx)

    5 M of Sulphuric and solution was prepared by diluting 34.7 mL of concentration

    sulphuric acid in 250 mL volumetric flask in distilled water.

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    4.1.17 5M Sodium hydroxide solution (approx)

    5M sodium hydroxide solution was prepared by dissolving 20 gm of sodium

    hydroxide pellets in 100 mL volumetric flask in distilled water.

    4.2 Preparation of bioadsorbent

    4.2.1 Acid modification

    Biosorbent are the biomass material which have different adsorption capacities. The

    adsorption capacity of such adsorbent can be increased by different methods as thermal

    activation, chemical modification & so on. Phragmities karka stem consist of cellulose,

    hemicelluloses, lignin, polyphenol and many other low molecular weight compounds.8

    Phragmities karka stem were collected from the periphery of Tribhuwan University. It was

    washed with distilled water and dried in sunlight and finally dried in oven at 100C for 2

    hours. It was cut into small pieces and grounded to powder and sieved to pass through 250

    m. Chemical modification using concentrated H2SO4 at moderate temperature is supposed

    to activate polyphenolic / polyhydroxy surface functional groups contained in Phragmities

    karkastem. The material was mixed in a 2:1 weight : volume ratio of concentrated H2SO4

    and allowed to soak for 24 hours at room temperature. The samples were then washed with

    distilled water till pH of the modified carbon becomes neutral and dried at 80C for 3 hours.

    CH2OH

    OO

    OH

    OH

    OOH

    CH2OH

    OH

    Conc. H2SO4

    Ring opening

    OH

    OH

    Fig.Plausible reaction scheme after charring with acid. Ref.No.8

    4.2.2 Phosphorylation of charred adsorbents

    An amount of 20 g dried CNW adsorbent was soaked in 250 ml of DMF overnight

    in 500 ml three naked flask. The flask was equipped with magnetic stirrer. Then 30 g of urea

    was added into the flask with constant stirring followed by the addition of 40 ml of H3PO4

    drop wisely with constant stirring. The mixture was refluxed for 3 hours at a temperature of

    150C on paraffin bath. After cooling to room temperature, it was washed with 500 ml of

    70% propanol followed by water till neutrality was obtained. The solid product was dried

    in sun and then in oven for 24 hours at 60C. Thus obtained dried bioadsorbent was termed

    as PCNW. The phosphorylation reaction can be expressed schematically as.

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    Fig.,

    Plausible phosphorylation mechanism of CNW.Ref.No 8

    4.4 Procedure for desorption study

    To analyzed the efficiency of adsorbent 25 mL of pH adjusted metal ion solution

    to optimum value was taken in 50 ml stopper bottles with 25 mg adsorbent and shaken for

    24 hours .Then the solution was filtered and analyzed for equilibrium concentration to find

    out the adsorbed amount .Then the residue adsorbent was transferred into same 50 ml

    stopper bottle and mixed with 25 ml 0.2 M HCl. The solution was shaken for 24 hr and then

    analyzed for the metal recovery.

    Again the adsorbent was washed to neutrality and administered for the same

    process for the adsorption and desorption. The efficiency of the absorbents were analyzed

    through the series of adsorption deposition experiments. In this study, efficiency of the

    adsorbent is analyzed by the conducting desorption up to three series and % metal recovery

    are analyzed. The data obtained show that the adsorbent is efficient and can be used

    repeatedly for the several times. The obtained data is shown in table.

    5. Plausible adsorption mechanismAfter charring the polymeric cellulose of phragmities become

    chemically modified which provided the suitable site for the maximum possible adsorption

    of the metal. After phosphorylation, adsorbent consist of phosphoric group, which

    drastically alter the adsorption mechanism by many fold accordingly with cation exchange

    mechanism. The metal cation Al(III) and Fe(II) is consider to be adsorbed on the phosphoric

    group, while such adsorption of Cr(VI) onto phos phate group is not possible, due to the

    repulsion of same charge ions. Hence, adsorption takes place through complexation with

    polyphenolic group (Ghimire et al. 2002)

    O

    H

    O

    H

    C

    H

    2

    O

    H

    O

    H

    O

    H C

    H

    H

    O

    H

    O

    HConc

    .H3P

    O4

    O

    C

    H

    2

    O

    O

    H

    O

    H C

    H

    P

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    5.1 Effect of chemical modification on Aluminium

    Fig., plausible adsorption mechanism of Al(III) onto PCNW .Ref No.8

    5.2 Effect of chemical modification on Iron(II)

    Fig., plausible adsorption mechanism of Fe(II) ontoCNW & PCNW.Ref No.8

    5.3 Effect of chemical modification on chromium

    Based on the distribution diagram, the adsorbed chemical species of the chromium

    was revealed to be HCrO4-at optimal pH 1 & 2. Since the chemically modifiedPhragmities

    karkawaste possesses higher amount of polyphenolic/ polyhydroxyl functional group as

    discussed in earlier section, a plausible mechanism of chromium(VI) adsorption can be

    schematically represented as follows:

    O

    OH

    CH2OH

    OH

    OH

    OH

    + Cr O-

    O

    HO

    O

    O

    OH

    CH2OH

    OH

    O

    O

    Cr

    O

    O

    + H2O + OH-

    H2

    O

    O

    H

    H

    OO

    H

    O

    H

    O

    H

    O

    C

    H2O

    O

    H

    O

    H C

    H

    P

    +Al+3

    A

    lH2O

    O

    HH O

    H

    C

    H2 O

    O

    H

    O

    H

    H

    P

    A

    l

    H2

    Op

    H2

    O

    O

    H

    H2

    O

    H2

    O

    H O

    H

    O

    C

    H2 O

    O

    HO

    H C

    H

    P H2O

    O

    H

    H

    O

    H

    O

    H

    O

    H

    O

    C

    H2

    O

    O

    HO

    H C

    H

    P+F

    e+2

    F

    eH2

    O

    H

    2

    O

    OH

    H

    O

    H

    OH

    O

    H

    O

    CH2 O

    O

    H

    O

    H C

    H

    P+F

    e+2

    F

    e

    H2

    O

    O

    HH O

    H

    C

    H2 O

    OH

    O

    H

    H

    P

    F

    e

    H2

    Op

    H2

    O

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    OH

    OHHCrO4

    -

    O

    O

    Cr

    O

    O

    + OH- + H2O

    Ref No.3

    Fig:. Complexation of Chromium(VI) with polyphenolic/polyhydroxyl functional moiety of modifiedPhragmities karkawaste.

    6. Result and discussion for aluminium(III)

    6.1. Determination of max for Spectrophotometerfor Al(III)

    The adsorption spectra of Al(III)-E complex erichrome Cyanine R showed that the

    maximum absorbance, at 525 nm, as shown in fig. The nature of spectra and max at 525 nm

    matched with reported values.

    Table No 1. Determination of maxfor Al(III).

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.80.9

    1

    460 480 500 520 540 560 580

    [Absorbance]

    [Wavelength nm]Figure 1. Maximum absorption spectrum of Al(III) erichrome cyanine

    complex.

    O

    OH3C-

    HO

    HO HO O

    CH3

    O C

    CH O

    H

    CH2OH

    O

    O

    H3C-O

    OH

    HO

    H3C-O HO

    H3C-O

    O

    OCH3

    HO

    HO

    H3C-O

    O

    OH

    O OCH3

    O

    OH

    OH

    OCH3

    O

    O

    CH3

    HO

    O

    OCH3

    O

    O

    HO OH

    H3C-O O

    O

    OH

    OH

    OC H

    C O

    H

    CH2OH

    CH3O

    O

    CC

    R2

    HO

    CH

    O

    OHHO

    OH

    OCH3

    HOHO

    O

    O

    O

    HO OCH3

    OH

    OH

    Conc. H2SO4

    OH

    OH

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    6.2. Construction of calibration curve for Al(III)

    In solution state Al occurs in +3 oxidation state between the pH 4 and forms a

    complex of pink-purple colour. Alumunium as Al(III) start to form hydroxide compound

    sat pH 3.5 and there is a mixture of Al(OH)2and Al(OH)3, which leads a rapid formation of

    insoluble Al(OH)3Above the pH 6. The nature of the adsorption spectra and maxobtained

    at 350 nm.The adsorption spectra of the pink-purple colored complex of Al(III)-ECR complex

    and the calibration curve for the Al(III)-ECR complex are shown in figure.

    Table No 2. Construction of Calibration curve for Al(III)

    S.N Wavelength nm Absorption (O.D)

    1 460 0.03

    2 470 0.09

    3 480 0.14

    4 490 0.17

    5 500 0.21

    6 510 0.27

    7 515 0.54

    8 520 0.68

    9 525 0.88

    10 530 0.78

    11 535 0.67

    12 540 0.54

    13 550 0.39

    14 560 0.18

    15 570 0.06

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    6.3 Batch pH study for Al(III)

    The maximum adsorption of Al(III) was found in the pH 6 above 6 adsorption of

    Al(III) decreases, due to the rapid pre formation of of Al(OH)3 with gelly like viscus

    precipitation35. It is belived that most of the metal ions including Al(III) is removed from

    aquous solution by cation mechanism because at higher pH binding site of the adsorbent

    start deprotonating and the metal uptake become difficult36.

    S.No Wavelength nm Absorbance O.D

    1 0 0

    2 25 0.06

    3 50 0.12

    4 75 0.17

    5 100 0.236 150 0.32

    7 200 0.42

    8 250 0.56

    9 300 0.68

    10 350 0.77

    11 400 0.88

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    Table No 3. Adsorption of Al(III) onto CNW on different pH.

    Volume of metal solution = 25ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 6

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    0 1 2 3 4 5 6 7

    Adsorption[%]

    [pH]

    Figure 3. Effect of pH on the Percentage adsorption of Fe(II) onto CNW &

    PCNW

    Al(III)-CNW

    Al(III)-PCNW

    S.No pH Initial

    concentration

    Ci (mg/L)

    Equililibrium

    concentration

    Ce (mg/L)

    %

    Adsorption

    1 1 23.99 23.24 3.12

    2 2 23.99 21.91 8.66

    3 3 19.35 16.17 16.4

    4 4 19.15 11.51 35.88

    5 5 17.13 7.5 56.26 6 15.52 3.56 77.63

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    Table no 4. Adsorption of Al(III) onto PCNW on different pH.

    Volume of metal solution= 25 mlConcentration of metal solution=25 mg/L

    Amount of adsorbent=25 mg/L

    Adjustable pH = 6

    6.4 Batchkinetic study of Al(III)

    The measurement of adsorption kinetics was carried out by shaking 25 mg of

    charcoal with Almunium solution of 25 g/mL 50 mL conical flask at room temperature.

    The removal kinetics of Al(III) was investigated by drawing the samples after desired

    contact time and the filtrate was analyzed for the remaining Al(III) concentration.

    The correlation coefficient value for pseudo first order kinetic plot found for CNW

    & PCNW is 0.884, 0.898 respectively by plotting log(qe-qt) Vs. time,Thus obtained value

    shows for this adsorption is not flow pseudo first order kinetics.

    The correlation coefficient value for pseudo second order kinetic plot found for

    CNW & PCNW is 0.997, 0.986 respectively by plotting t/qt Vs.time, Thus obtained value

    shows for this adsorption is not flow pseudo second order kinetics.

    S.No pH Initial

    concentration

    Ci (mg/L)

    Equililibrium

    concentration

    Ce (mg/L)

    %

    Adsorption

    1 1 23.99 22.20 7.44

    2 2 23.99 20.78 13.38

    3 3 19.35 13.93 21.96

    4 4 19.15 10.77 43.72

    5 5 17.13 5.78 66.2

    6 6 15.52 2.09 86.53

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    R = 0.8986

    R = 0.8836

    -0.2

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    0 50 100 150 200

    logqe-qt

    [mg

    /g]

    Time [minutes]

    Figure 4. Pseudo first order kinetic plot for the adsorption of Al(III) onto

    CNW & PCNW

    Al(III)-PCNW

    Al(III)-CNW

    R = 0.9867

    R = 0.9978

    0

    2

    4

    6

    8

    10

    12

    0 50 100 150 200

    t/qt

    [g/mg]

    Time [Minutes]

    Figure 5. Pseudo second order kinetic for the adsorption of Al(III) onto

    CNW & PCNW

    Al(III)-PCNW

    Al(III)-CNW

    R = 0.9585

    R = 0.9619

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    0 50 100 150 200

    1/qe-

    qt

    [g/mg]

    Time [minutes]Figure 6. Second order kinetic plot for the adsorption of Al(III) onto CNW

    & PCNW

    Al(III)-CNW

    Al(III)-PCNW

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    Table No 5. Batch kinetic study of Al(III) onto CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/LAdjustable pH = 6

    Time Initial

    Concentration

    Ci(mg/L)

    Equilibrium

    Concentration

    Ce (mg/L)

    qt(mg/g)

    qe-qt

    (mg/g)

    Log(qe-qt)

    (mg/g)

    1/(qe-

    qt)

    (g/mg)

    t/qt

    (min.g/mg)

    10 23.58 16.52 7.06 13.15 0.076 1.11 1.41

    20 23.58 14.57 9.01 11.2 0.089 1.04 2.21

    30 23.58 13.12 10.38 9.83 0.101 0.99 2.89

    40 23.58 11.16 12.42 7.79 0.128 0.89 3.22

    50 23.58 9.81 13.77 6.44 0.155 0.8 3.63

    60 23.58 8.33 15.25 4.96 0.201 0.69 3.93

    90 23.58 7.66 15.92 4.29 0.233 0.63 5.65

    120 23.58 5.18 17.4 2.81 0.355 0.44 6.89

    180 23.58 4.88 17.7 2.51 0.398 0.39 10.16

    Infinite 23.58 3.37 20.21 - - - -

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    Table No 6. Batch kinetic study of Al(III) onto PCNW

    Volume of metal solution = 25 ml

    Concentration of metal solution =25 mg/L

    Amount of adsorbent = 25 mg/LAdjustable pH = 6

    Table No 7. Kinetic parameter, for the Metal biosorption, with correlation coefficient for

    Al+++.

    Time Initial

    Concentratio

    n

    Ci(mg/L)

    Equilibrium

    Concentratio

    n

    Ce (mg/L)

    qt(mg/g

    )

    qe-qt

    (mg/g

    )

    Log(qe

    -qt)

    (mg/g)

    1/(qe-

    qt)

    (g/mg

    )

    t/qt

    (min.g/mg

    )

    10 23.58 11.48 12.1 8.5 0.117 0.92 0.82

    20 23.58 10.32 13.26 7.34 0.136 0.86 1.5

    30 23.58 9.26 14.32 6.28 0.159 0.79 2.09

    40 23.58 8.22 15.36 5.24 0.19 0.71 2.6

    50 23.58 7.64 15.94 4.66 0.214 0.66 3.13

    60 23.58 5.34 18.24 2.36 0.423 0.37 3.28

    90 23.58 5.04 18.54 2.06 0.485 0.31 4.85

    120 23.58 4.7 18.88 1.72 0.581 0.23 6.38

    180 23.58 4.18 19.04 1.2 0.833 0.07 9.24

    Infinit

    e

    23.58 2.68 20.6 - - - -

    Adsorbent qexp(mg/g)

    Pseudo- first

    order

    Pseudo-

    Second

    order

    Second order

    K1

    min-1(10-

    3)

    qe R2 K2

    min-1(10-

    3)

    qe Vo R2 K21

    min-1(10-

    3)

    qe R2

    CNW 20.21 2.92 7.88 0.883 9.774 2.71 0.112 0.997 0.406 1.055 0.958

    PCNW 20.6 2.45 11.80 0.898 10 3.39 0.98 0.986 0.812 1.12 0.961

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    4.5 Batch equilibrium time study

    Table No 8. Batch equilibrium time study of Al(III) onto CNW.

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    Table No 9. Batch equilibrium time study of Al(III) onto PCNW.

    0

    5

    10

    15

    20

    25

    0 100 200 300 400 500 600

    qt

    [mg/g]

    Time [minutes]

    Fig 7. Effect of contact time on the adsorption of Al(III) onto CNW &

    PCNW

    Al(III)-CNW

    Al(III)-PCNW

    S.NO Time (minutes) Initial

    concentration

    Ci (mg/L)

    Equilibrium

    concentration

    Ce (mg/L)

    qt (mg/l)

    1 10 23.58 16.52 7.06

    2 20 23.58 14.57 9.01

    3 30 23.58 13.12 10.38

    4 40 23.58 11.16 12.42

    5 50 23.58 9.81 13.77

    6 60 23.58 8.33 15.25

    7 90 23.58 7.66 15.92

    8 120 23.58 5.18 17.4

    9 180 23.58 4.88 17.7

    10 240 23.58 3.37 20.21

    11 300 23.58 3.37 20.21

    12 360 23.58 3.37 20.21

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    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/LAmount of adsorbent = 25 mg/L

    Adjustable pH = 6

    S.NO Time (minutes) Initial

    concentration

    Ci (mg/L)

    Equilibrium

    concentration

    Ce (mg/L)

    qt (mg/l)

    1 10 23.58 11.48 12.1

    2 20 23.58 10.32 13.26

    3 30 23.58 9.26 14.32

    4 40 23.58 8.22 15.36

    5 50 23.58 7.64 15.94

    6 60 23.58 5.34 18.24

    7 90 23.58 5.04 18.54

    8 120 23.58 4.7 18.88

    9 180 23.58 4.18 19.04

    10 240 23.58 2.26 20.6

    11 300 23.58 2.26 20.6

    12 360 23.58 2.26 20.6

    13 420 23.58 2.26 20.6

    14 500 23.58 2.26 20.6

    13 420 23.58 3.37 20.21

    14 500 23.58 3.37 20.21

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    6.6 Batch isotherm study

    R = 0.9661

    R = 0.9769

    0

    1

    2

    3

    4

    5

    6

    0 100 200 300 400 500

    Ce

    /qe

    [g/L]

    C e [mg/l]

    Figure 8. Langmuir adsorption plot for the adsorption of Al(III) onto

    CNW & PCNW

    Al(III)-CNW

    Al(III)-PCNW

    R = 0.9666

    R = 0.995

    0

    0.5

    1

    1.5

    2

    2.5

    0 0.5 1 1.5 2 2.5 3

    log

    qe

    [mg/g]

    log Ce [mg/L]

    Figure 9. Freundlich adsorption plot for Al(III) onto CNW & PCNW

    Al(III)-CNW

    Al(III)-PCNW

    0

    20

    40

    60

    80

    100

    0 100 200 300 400 500

    qe

    [mg/L]

    Ce [mg/L]

    Figure 10. Adsorption isotherm for adsorption of Al(III) onto CNW &

    PCNW

    Al(III)-CNW

    Fe(II)-PCNW

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    Table No 10. Batch Isotherm study of Al(III) onto CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 6

    S.NO Ci

    (mg/L)

    Ce

    (mg/L)

    qe

    (mg/g)

    Ce/qe

    (l/g)

    log Ce

    (mg/L)

    log qe

    (mg/L)

    %

    adsorption

    1 7.48 1.19 6.59 0.18 0.075 0.81 84.00

    2 16.63 4.59 12.04 0.38 0.66 1.08 72.37

    3 37.18 16.12 21.06 0.76 1.20 1.32 56.62

    4 69.00 35.32 33.68 1.04 1.54 1.52 48.00

    5 83.18 47.92 35.26 1.35 1.68 1.54 42.38

    6 173.44 120.67 52.77 2.28 2.08 1.77 30.42

    7 239.40 174.30 65.10 2.67 2.24 1.81 27.19

    8 280.63 209.77 70.86 2.96 2.32 1.85 25.25

    9 367.00 291.48 75.52 3.87 2.46 1.87 20.57

    10 485.22 401.96 83.26 4.82 2.60 1.92 17.15

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    Table No 11. Batch Isotherm study of Al(III) onto PCNW

    Volume of metal solution = 25 mlConcentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 6

    S.NO Ci

    (mg/L)

    Ce

    (mg/L)

    qe

    (mg/g)

    Ce/qe

    (L/g)

    log Ce

    (mg/L)

    log qe

    (mg/L)

    %

    adsorption

    1 7.5 1.05 6.45 0.16 0.021 0.8 86.00

    2 16.61 3.79 12.82 0.29 0.57 1.10 77.18

    3 37.22 14.05 23.17 0.60 1.14 1.11 62.24

    4 68.10 33.36 34.74 0.96 1.52 1.54 51.00

    5 84.20 47.99 36.21 1.32 1.68 1.55 43.00

    6 172.53 113.86 58.67 1.94 2.05 1.76 34.00

    7 236.18 165.95 67.22 2.46 2.21 1.82 30.32

    8 280.16 202.12 81.35 2.48 2.30 1.91 27.85

    9 370.00 282.71 87.29 3.23 2.45 1.94 23.59

    10 487.17 394.17 93.00 4.23 2.59 1.96 19.08

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    Langmuir and Freundlich parameters shown in figures were determined from the slope and intercept

    of their respective plots. The values of Langmuir equilibrium parameters which lied between 0 and

    1 indicated that equilibrium data fits well with langmuir adsorption isotherm. The values of 1/n lied

    between 0 and 1 indicated that adsorption process was favorable.

    Correlation coefficient values for Freundlich isotherms were found to be greater than that

    of Langmuir Isotherms indicating that the adsorption process is better defined by the Freundlich

    adsorption Isotherm model than by the Langmuir, which indicated the homogenous distribution of

    active sites of the adsorbent surface. Therefore from the above data, it is concluded that the

    adsorption capacity of PCNW > CNW.

    Another parameter qmaxwhich is the maximum quantity of metal ions per unit mass of

    adsorbent to form a complete monolayer on the surface. Higher the value of qmax , higher is the

    amount of metal ions adsorbed, qmax value obtained for Al onto CNW is 90.90 mg/g & for PCNW

    is 142.85 mg/L

    Table No 12. Langmuir and Freundlich parameters and correlation coefficient R2

    with the Expt.qmaxfor the adsorption of Al(III) onto CNW & PCNW.

    Adsorbent qmexp.

    (mg/g)

    Langmuir parameter Freundlich parameter

    qm

    (mg/g)

    b

    (L/mg)

    R2 K (mg/g) 1/n R2

    CNW 94 90.90 0.019 0.976 5.78 0.475 0.966

    PCNW 82 142.85 0.017 0.966 6.15 0.450 0.995

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    7 . Result and discussion for iron(II)

    7.1. Determination of maxand construction of calibration

    First of all 1000 mg/L stoke solution was diluted to 25 mg/L in a 500 ml . From

    25mg/L Fe(II) solution, 0.5,1,2,3,4,5,6,7,8 ml solution were kept in 25ml V.F respectively

    to prepare 0.5 to 8 mg/L solution ,to this solution, 5ml of acetate buffer of pH 4.5, 2.5 ml

    of the 0.2% 1,10-phenanthrolin solution, 2.5 ml 10% hydroxylamine hydrochloride solution

    were added and the remaining volume was made up to the mark by distilled water. Then the

    solution was allowed to stand for 20 min for color development. Blank solution was

    prepared by adding the other entire reagent except iron solution.

    The solution having intermediate concentration (5 mg/L) was taken for the

    determination of max. The measurement was started from 420 nm after setting the

    wavelength for blank solution was used to set zero absorbance value in the

    spectrophotometer, after that blank solution was taken out and the absorbance of the Fe(II)

    solution was measured. Then the wavelength was increased, from the peak shaped plot of

    absorbance versus wavelength for maximum absorbance, i.e, maxcan be evaluated.

    After finding the max value i.e., 510 nm the wave length is set at 510 nm and the

    absorbance of solution of different concentration was measured . Thus obtain plot between

    absorbance and concentration of the solution is known as calibration curve.

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    400 450 500 550 600

    [Absorption]

    [Wavelength nm]

    Figure 11. Absorption spectrum of Fe(II)complex with phenanthroline

    showing absorption vs.wavelength.

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    Table No.13 Determination of max for Spectrophotometer for Fe, 1, 10 phenanthrolin

    complex.

    7.2.Construction of Calibration curve for Fe(II)

    y = 0.202x + 3E-16

    R = 0.9943

    0.00

    0.20

    0.40

    0.60

    0.80

    1.00

    1.20

    0 1 2 3 4 5 6

    [Abs

    orbance]

    Concentration [ppm]

    Figure 12.Calibration curve for the determination of concentration

    of Fe(II) phenanthriline complex.

    S.NO Wavelength nm Absorption1 440 0.62

    2 450 0.68

    3 460 0.74

    4 470 0.78

    5 480 0.8

    6 490 0.8

    7 500 0.82

    8 510 0.98

    9 520 0.88

    10 530 0.66

    11 540 0.44

    12 550 0.22

    13 560 0.16

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    Table no 14. Construction of Calibration curve for Fe(II).

    7.3. Effect of pH on the adsorption of Fe(II) onto CNW & PCNW

    The pH of the aqueous solution is an important parameter in the removal of metal

    by adsorption. The metal removal capacity generally increases with the increases in the pH.Figure shows that % adsorption of Fe(II) increased up to the pH 2.7. The hypothesis

    0

    20

    40

    60

    80

    100

    120

    0 0.5 1 1.5 2 2.5 3

    Adsorption[%]

    [pH]

    Figure 13. Effect of pH on the percentage adsorption of Fe(II) onto CNW

    & PCNW

    Fe(II)-CNW

    Fe(II)-PCNW

    S.NO. Concentration ppm Absorbsorption

    1 0 0

    2 1 0.18

    3 2 0.41

    4 3 0.62

    5 4 0.85

    6 5 0.98

    7 6 1.22

    8 7 1.34

    9 8 1.44

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    possesses a greatest in the adsorptive removal of iron. The figure also shows that %

    adsorption of Fe(II) greater for PCNW than CNW respectively. The optimum pH for the

    adsorption of Fe(II) was found to be 2.7.

    The increase in the percentage adsorption with the increase of pH indicates that

    the adsorption process involves the cation exchange mechanism there is competition

    between Fe(II) and H+ions for the adsorption sites. At low pH value, there are high H+ ions

    for adsorption sites. At low pH value, there is high H+ion concentration than Fe(II) ions and

    lead to the low adsorption of Fe(II) ions. But at high pH, the concentration of H+ions is less

    and they are easily replaced by the metal ions onto the adsorbent by the ion exchange process

    .

    Table No 15. Effect of pH on the adsorption of Fe(II) onto CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    S.No pH Initial

    concentrationCi (mg/L)

    Equililibrium

    concentrationCe (mg/L)

    % Adsorption

    1 0.5 22.77 22.21 2.44

    2 1 22.52 20.79 7.68

    3 1.5 22.77 19.45 14.56

    4 2 21.53 13.68 36.44

    5 2.5 21.28 3.76 82.32

    6 2.7 20.79 2.42 88.33

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    Table No 16. Effect of pH on the adsorption of Fe(II) onto PCNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    7.4. Batch equilibrium time study.

    Figure shows that the adsorption of Fe(II) onto CNW & PCNW from 5 min to

    infinite time. It was found that optimum time for the adsorption of Fe(II) ions onto CNW

    & PCNW 3 hours, respectively. From this data, it can be concluded that PCNW is better

    adsorbent than others as it brings equilibrium quickly.

    S.No pH Initial

    concentration

    Ci (mg/L)

    Equililibrium

    concentration

    Ce (mg/L)

    % Adsorption

    1 0.5 22.77 21.95 3.6

    2 1 22.52 20.38 9.48

    3 1.5 22.77 18.59 18.32

    4 2 21.53 11.95 44.48

    5 2.5 21.28 2.17 89.77

    6 2.7 20.79 0.83 96

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    Table No 17. Batch equilibrium time study of Fe (II) onto CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    0

    5

    10

    15

    20

    25

    0 100 200 300 400 500 600

    qt

    [mg/g]

    Time [minutes]

    Figure 14. Effect of contact time on the adsorption of Fe(II) onto CNW &

    PCNW

    Fe(II)-CNW

    Fe(II)-PCNW

    S.NO Time(minutes)

    Initialconcentration

    Ci (mg/L)

    Equilibriumconcentration

    Ce (mg/L)

    qt (mg/l)

    1 10 24 10.5 13.5

    2 20 24 9.3 14.7

    3 30 24 8.1 15.9

    4 40 24 7.5 16.5

    5 50 24 6.2 17.8

    6 60 24 5.4 19.65

    7 90 24 4.35 20.9

    8 120 24 3.1 21.82

    9 180 24 2.18 23.65

    10 240 24 1.37 23.65

    11 300 24 1.37 23.65

    12 360 24 1.37 23.65

    13 420 24 1.37 23.65

    14 480 24 1.37 23.65

    15 540 24 1.37 23.65

    16 600 24 1.37 23.65

    17 1440 24 1.37 23.65

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    Table no 18. Batch equilibrium time study Fe(II) onto PCNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    S.NO Time (minutes) Initialconcentration

    Ci (mg/L)

    Equilibriumconcentration

    Ce (mg/L)

    qt(mg/l)

    1 10 23.76 12.88 10.88

    2 20 23.76 11.26 12.44

    3 30 23.76 10.56 13.2

    4 40 23.76 9.14 14.62

    5 50 23.76 8.04 15.72

    6 60 23.76 6.44 17.26

    7 90 23.76 5.5 18.26

    8 120 23.76 4.7 19.06

    9 180 23.76 3.5 20.26

    10 240 23.76 2.84 21.92

    11 300 23.76 2.84 21.92

    12 360 23.76 2.84 21.92

    13 420 23.76 2.84 21.92

    14 480 23.76 2.84 21.92

    15 540 23.76 2.84 21.92

    16 600 23.76 2.84 21.92

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    7.5. Batch kinetic study.

    Kinetic data for the adsorption of Fe(II) onto CNW & PCNW were analyzed by

    using pseudo-first order, pseudo-second order, and second order kinetic models. On

    studying these plots, it was found that the adsorption of Fe(II) onto all these adsorbents

    follow Pseudo second order kinetic model with high correlation coefficient (R2) value.

    R = 0.9697

    R = 0.9648

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    0 50 100 150 200Logqe-qt

    [mg/L]

    Time [minutes]

    Figure 15. Pseudo-First order kinetics for adsorption of Fe(II) on to CNW &

    PCNW

    Fe(II)-PCNW

    Fe(II)-CNW

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    Table No 19. Batch kinetic study of Fe(II) on CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    R = 0.9962

    R = 0.9973

    01234

    56789

    10

    0 50 100 150 200

    t/qt[g

    /mg]

    Time [Minutes]

    Figure 16. Pseudo-second order kinetic plot for the adsorption of Fe(II)

    onto CNW & PCNW

    Fe(II)-PCNW

    Fe(II)-CNW

    R = 0.9734

    y = 0.003x + 0.0258

    R = 0.913

    y = 0.0063x - 0.0786

    -0.2

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    1.4

    0 50 100 150 200

    1/qe-qt[g/mg]

    Time [minutes]

    Figure 17. Second order kinetic plot of Fe(II) onto CNW & PCNW

    Fe(II)-CNW

    Fe(II)-PCNW

    Time Initial

    Concentration

    Ci(mg/L)

    Equilibrium

    Concentration

    Ce (mg/L)

    qt (mg/g) qe-qt

    (mg/g)

    Log(qe-qt)

    (mg/g)

    1/(qe-

    qt)

    (g/mg)

    t/qt

    (min.g/mg)

    10 23.76 12.88 10.88 11.04 0.09 1.04 0.91

    20 23.76 11.26 12.44 9.48 0.1 0.97 1.6

    30 23.76 10.56 13.2 8.72 0.11 0.94 2.25

    40 23.76 9.14 14.62 7.3 0.13 0.86 2.73

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    Table No 20 . Batch kinetic study of Fe(II) on PCNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    Time InitialConcentration

    Ci(mg/L)

    EquilibriumConcentration

    Ce (mg/L)

    qt (mg/g) qe-qt(mg/g)Log(qe-qt)

    (mg/g)

    1/(qe-qt)

    (g/mg)

    t/qt(min.g/mg)

    10 24 10.5 13.5 9.13 0.1 0.96 0.74

    20 24 9.8 14.7 7.93 0.12 0.89 1.36

    30 24 8.1 15.9 6.73 0.14 0.82 1.83

    40 24 7.5 16.5 6.13 0.16 0.78 2.42

    50 24 6.2 17.8 4.83 0.2 0.68 2.8

    60 24 5.4 16.6 4.03 0.24 0.6 3.22

    90 24 4.35 19.65 2.98 0.33 0.47 4.58

    120 24 3.1 20.9 1.73 0.57 0.23 5.74

    180 24 2.18 21.82 0.81 1.23 0.1 8.24

    Infinite 24 1.37 22.63(qe) - - - -

    Table No 21. Kinetic parameter, for the Metal biosorption, with correlation coefficient for

    Fe++

    50 23.76 8.04 15.72 6.2 0.16 0.79 3.18

    60 23.76 6.44 17.26 6.66 0.21 0.66 3.47

    90 23.76 5.5 18.26 3.66 0.27 0.56 4.92

    120 23.76 4.7 19.06 2.87 0.34 0.45 6.29

    180 23.76 3.5 20.26 1.66 0.6 0.22 8.8

    Infinite 23.76 1.84 21.92(qe) - - - -

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    7.6 Batch isotherm study

    The effect of concentration on the adsorption of Fe (II) on to different parameter

    from CNW & PCNW is shown in the table. The data shows that the percentage of adsorption

    decreases with increases in the concentration of Fe(II) ion.

    R = 0.9748

    R = 0.9803

    0

    0.5

    1

    1.5

    2

    2.5

    0 50 100 150 200 250 300 350

    Ce

    /qe

    [g/L]

    Ce [mg/L]Figure 18. langmuir adsorption isotherm of Fe(II) onto CNW and PCNW

    Fe(II)-PCNW

    Fe(II)-CNW

    Adsorbent qexp

    (mg/g)

    Pseudo- first

    order

    Pseudo-

    Second order

    Second order

    K1

    min-1(10-3)

    qe R2 K2

    min-1(10-3)

    qe Vo R2 K21

    min-1(10-3)

    qe R2

    CNW 21.92 0.101 2.63 0.964 0.872 1.55 0.111 0.997 0.609 0.92 0.973

    PCNW 22.63 0.812 2.84 0.969 0.913 1.73 0.310 0.996 0.121 1.02 0.913

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    Langmuir and Freundlich parameters shown in table were determined from the

    slope and intercept of their respective plots. The values of Langmuir equilibrium parameters

    which in table lied between 0 and 1 indicated that equilibrium data fits well with language

    adsorption Isotherm. The values of 1/n lied between 0 and 1 indicated that adsorption

    process was favorable.

    R = 0.9829

    R = 0.9829

    0

    0.5

    1

    1.5

    2

    2.5

    0 0.5 1 1.5 2 2.5 3

    logqe

    [mg/g]

    log Ce [mg/L]

    Figure 19. Freundlich adsorption isotherm of fe(II) onto CNW and PCNW

    Fe(II)CNW

    Fe(II)PCNW

    0

    50

    100

    150

    200

    250

    0 100 200 300 400

    qe

    [mg/L]

    Ce [mg/L]

    Figure 20. Adsorption isotherm for adsorption of Al(III) onto CNW &

    PCNW

    Fe(II)-CNW

    Fe(II)-PCNW

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    Correlation coefficient values for Langmuir isotherms were found to be greater than

    that of Freundlich isotherms indicating that the adsorption process is better defined by the

    Langmuir adsorption Isotherm model than by the Freundlich, which indicated the

    homogenous distribution of active sites of the adsorbent surface. K value is an indicator of

    adsorption capacity. Therefore from the above data, it is concluded that the adsorption

    capacity of PCNW > CNW.

    Another parameter qmaxwhich is the maximum quantity of metal ions per unit mass

    of adsorbent to form a complete monolayer on the surface. Higher the value of qmax, higher

    is the amount of metal ions adsorbed, qmax value obtained for Fe++onto CNW is 166.66

    mg/g & for PCNW is 200 mg/g

    Table No. 22 Langmuir and Freundlich parameters and correlation coefficient R2

    with the Expt. qmaxfor the adsorption of Fe(II) onto CNW & PCNW.

    Table No 23 .Batch isotherm study of Fe(II) onto CNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

    Adsorbent qmexp.

    (mg/g)

    Langmuir parameter Freundlich parameter

    qm

    (mg/g)

    b

    (L/mg)

    R2 K (mg/g) 1/n R2

    CNW 165 166.66 0.028 0.974 10.59 0.527 0.980

    PCNW 190 200 0.039 0.978 13.96 0.490 0.987

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    S.NO Ci(mg/L)

    Ce(mg/L)

    qe(mg/g)

    Ce/qe(l/g)

    log Ce

    (mg/L)

    log qe(mg/L)

    %

    adsorption

    1 5.66 0.41 5.57 0.077 -0.387 0.721 92.66

    2 10.61 0.92 9.69 0.099 -0.036 0.986 91.26

    3 15.2 1.78 13.42 0.132 0.25 1.384 88.28

    4 31.6 4.46 27.14 0.164 0.649 1.433 85.47

    5 71.36 15.54 65.79 0.236 1.191 1.818 74.22

    6 85.66 22.63 63.03 0.359 0.354 1.435 68.58

    7 158.41 59.15 99.26 0.595 0.771 1.512 62.66

    8 231.5 112.43 119.07 0.944 2.05 2.075 51.43

    9 317.82 168.14 149.68 1.123 2.225 2.175 47.08

    10 403.17 233.33 170.81 1.366 2.367 2.232 42.12

    11 495.44 313.41 182.03 1.721 2.496 2.26 36.74

    Table No 24. Batch Isotherm study of Fe(II) onto PCNW

    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    Adjustable pH = 2.7

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    8. Result and discussion for chromium

    8.1 Determination of maxfor Spectrophotometric determination of Cr(VI).

    Absorbance Spectra and Calibration Curve for Cr(VI) complex with DPCI. Represents

    the absorption spectra of the pink-colored complex of Cr(VI) - diphenylcarbazide complex

    in 5 M H2So4solution. The nature of spectra and maxat 540 nm matched with the reported

    value. (1, 2, 22)

    Figure represents the Lambert - Beer's plot for Chromium (VI)-diphenycarbazide

    complex at 540 nm. A linear relation was found between the absorbance of Cr(VI)

    diphenylcarbazide complex and the concentration of chromium.

    S.NO Ci

    (mg/L)

    Ce

    (mg/L)

    qe

    (mg/g)

    Ce/qe

    (l/g)

    log Ce

    (mg/L)

    log qe

    (mg/L)

    %

    adsorption

    1 5.66 0.17 5.51 0.03 -0.76 0.74 96.88

    2 10.61 0.6 10.01 0.059 -0.22 1 94.28

    3 15.2 1.31 13.89 0.094 0.11 1.14 91.36

    4 31.6 3.27 28.33 0.115 0.51 1.45 89.64

    5 71.36 10.58 60.78 0.174 1.02 1.78 85.16

    6 85.66 20.08 65.58 0.306 1.3 1.81 76.55

    7 158.41 52.71 105.7 0.498 1.72 2.02 66.72

    8 231.5 100.93 130.57 0.772 2 2.11 56.4

    9 317.82 145.46 172.36 0.843 2.16 2.23 54.23

    10 403.17 222.21 180.93 1.228 2.34 2.25 44.88

    11 495.44 302.84 192.6 1.926 2.48 2.28 38.87

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    Chromium(VI)solution of 25 mg/L of volumes 0, 1, 2, 3, 4, 5, 6, 7, 8 and 9 mL

    were taken in a different 25 mL volumetric flask and was acidified with 1 mL of 5 M

    H2SO4solution. Then 1 mL of 0.25% DPCI solution was added to each volumetric flask

    and shaken well for 20 minutes. The volume was made up to the mark by adding water.23

    The absorption spectra of pink colored Chromium (VI) diphenylcarbazide complex was

    recorded by using systonic spectrophotometer-103 against blank solution. At max the

    absorbance of all the solution were measured against reagent black using same

    spectrophotometer and calibration curve was drawn. The absorbance spectra and calibration

    curve

    Table 25. Determination of maxof Cr(VI) with DPCI complex.

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    400 450 500 550 600

    [Absorbance]

    [Wavelength nm]

    Figure 21. Plot of absorbane Vs. wavelength for the determination

    of max.

    S.N. Wave length

    (nm)

    Absorbance

    1 400 0.06

    2 410 0.07

    3 420 0.09

    4 430 0.1

    5 440 0.1

    6 450 0.13

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    8.2 Construction of calibration curve for Cr(VI)

    7 460 0.15

    8 470 0.18

    9 480 0.22

    10 490 0.26

    11 500 0.29

    12 510 0.34

    13 520 0.42

    14 530 0.48

    15 540 0.56

    16 550 0.49

    17 560 0.38

    18 570 0.27

    19 580 0.13

    20 590 0.09

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    Table No 26. Construction of calibration curve for Cr(VI)

    8.3. Effect of pH studies

    R = 0.9994y = 0.6933x + 0.006

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0 0.2 0.4 0.6 0.8 1

    [Absorban

    ces]

    [Concentration ppm]

    Figure 22. Calibration curve for the determination of concentration of Cr(VI) DPCI

    complex.

    S.NO Concentration in g/L Absorbance

    1 0.1 0.08

    2 0.2 0.14

    3 0.3 0.22

    4 0.4 0.29

    5 0.5 0.35

    6 0.6 0.42

    7 0.7 0.49

    8 0.8 0.56

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    Figure shows the effect of pH in the adsorption of Cr(VI) onto CNW at an initial

    concentration of 25 ppm at laboratory temperature. The amount of adsorption decreases

    from 100 to 26.66 %. When the pH of the solution increased from 1 to 6. This indicates that

    the adsorption of chromium is clearly dependent on pH. It is obvious that pH determines the

    extent of the Cr(VI) removal as well as providing a favorable removal adsorbent surface

    charge for the adsorption to occur. At low pH, chromium exists as HCrO4-. The reason of

    maximum adsorption at low pH is due to the favourable complexation of the chromium with

    polyphenolic/ polyhydroxy functional groups of the CNW. From the batch pH studies it was

    found that the adsorption of Cr(VI) is found to be effective at pH 1 & 2.

    Table No 27. Batch pH study for Cr(VI) onto CNW

    0

    20

    40

    60

    80

    100

    120

    0 1 2 3 4 5 6 7

    Adsorption[%]

    [pH]

    Figure 23. Effect of pH on removal of Cr(VI) on to CNW

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    Volume of metal solution = 25 ml

    Concentration of metal solution = 25 mg/L

    Amount of adsorbent = 25 mg/L

    8.4. Batch kinetic studies

    Kinetic studies for the adsorption of Cr(VI) onto CNW studied using pseudo-first

    order (Lagergren, 1989) pseudo-second order (Ho, et. al.1995 and Ho and Mckay et. al.

    2000) and second order (Lagergren, 1898) model. It was observed experimentally from the

    present studies that the adsorption kinetics behavior of Cr(VI) onto these adsorbent was

    found to follow only pseudo-second order kinetic model but not pseudo-first order model

    and second order model.

    For 1st order model the plot of log [qe-qt] versus t should be a straight line with -

    ve slope value but when we plot this values we get a line with +ve slope value. Similarly

    for second order when we plot a graph between1/[qe-qt] versust we should not get a

    straight line with +ve value of slope. So we concluded that the adsorption process does not

    follow pseudo 1storder model and second order model.

    But when we plot a graph for t/qt versust we get a straight line with slope having

    +ve value according to pseudo second order model. So adsorption studies of Cr(VI) on

    CNW follow pseudo-second order kinetic model. This is represented in Figure .

    S.NO pH Initialconcentration