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Wastewater treatment using an iron nanocatalyst supported on Fique
fibers
Karen Giovanna Bastidas Gómez
Universidad Nacional de Colombia
Facultad de Ingeniería
Departamento de Ingeniería Química y Ambiental
Bogotá, Colombia
2016
Tratamiento de aguas residuales usando un nanocatalizador soportado
en fibras de Fique y fase activa de hierro
Karen Giovanna Bastidas Gómez
Universidad Nacional de Colombia
Facultad de Ingeniería
Departamento de Ingeniería Química y Ambiental
Bogotá, Colombia
2016
Tratamiento de aguas residuales usando un nanocatalizador soportado
en fibras de Fique y fase activa de hierro
Karen Giovanna Bastidas Gómez
Tesis presentada como requisito parcial para optar al título de
Magister en Ingeniería – Ingeniería Química
Director:
Hugo Ricardo Zea Ramírez, Ph.D.
Codirector:
Cesar Augusto Sierra Ávila, Ph.D.
Línea de investigación:
Materiales y tratamiento de residuos acuosos
Grupo de Investigación:
Materiales, Catálisis y Medio Ambiente
Universidad Nacional de Colombia
Facultad de Ingeniería
Departamento de Ingeniería Química y Ambiental
Bogotá, Colombia
2016
Acknowledgements
Without God, it would not have been possible to carry out what it may be one of the best
times of my life. Thank you for providing so much joy, patience, courage and conviction to
do what I like so much, for never letting me fall and always shedding light on the path I
have to take.
I would also like to thank the best medicine anyone can have: Fannytidina, you are and
you will always be my example to follow, you're the superheroine who taught me to be the
woman that I am, thank you for teaching me to never give up and have faith despite
adversity. When I was cold and hungry doing experiments, you always had a big smile and
a hug for me, I love you with all the strength in my heart. Fo, thanks for the many dawns
when our songs and desire to succeed motivated us to work in that makes us happy, for
helping me to dream and believe about what is invisible to our soul. To my family, who
always reminded me our love for each other is the biggest treasure we have, no matter
where we are, our hearts are always together full with best wishes.
Thanks to my advisor Professor Hugo Ricardo Zea Ramírez, for the countless lessons I
learnt from you, not only from the great academic training that I received, but also because
I have learnt the value of living with tranquility and peace, thank you for all the support, for
believing in me when I arrived to that unknown world called Universidad Nacional de
Colombia. I can now say that it possible for everyone to fly from the creativity and freedom
of doing science through the mind and heart with the research group of Materials,
Catalysis and Environment.
Likewise, I’m grateful to Professor Cesar Augusto Sierra Avila and the Macromolecules
research group, for taking me in with arms wide open, thank you for that little family we
have, for the Friday Group cultural meeting and all those moments we shared, regardless
of occupations and distance.
Day by day I met people who made more enjoyable my path and who helped me
accomplish this research, you gave me more than just pieces of knowledge, you gave me
a part of your heart: Cristo, Tati, Andre, Snorkey, Alejo, Figaro, Pocho, Ruby, Eevee, Fran,
Peter, Geral, Carito, Darks and Loretto, thank you for the unconditional support, for the
countless laughter that we shared and brought so much joy to my spirit. Especially
Chucks, thank you for giving so much color the days that seemed gray and unlit, for loving
me in this supernatural way you only do; thanks for always having the perfect words and
know how to fix everything, thanks for giving me the chance to get to know you. You'll
always have a place in my heart.
Thanks to Anita and Davidcito “my children”, to make the best working group. You were
always ready to learn, thanks for all your energy and willingness to help in some way to
achieve our goals, for allowing me to dream with you and show you that flying high is only
a matter of desire, that if we work together with a clear goal, we will always shine. Thanks
for these times in which the laughter were our engine to keep moving.
I thank all the faculty members, administration and laboratory staff of the Chemical and
Environmental Engineering Department, who stretched their hands and contributed to my
personal and professional training. Thanks to the Research Division in Bogota (DIB) for
providing financial resources through the project "Tratamiento de aguas residuales usando
un nanocatalizador soportado en fibras de fique y fase activa de hierro." Finally, thanks to
the Universidad Nacional de Colombia, for giving me the opportunity to learn a way to
interpret reality from the concept of science, to provide solutions to different problems for
our country and for the world.
Resumen
El tratamiento de aguas residuales industriales para la decoloración y la remoción de
metales pesados utilizando procesos heterogéneos, económicos y factibles ha sido un
tema de interés a escala industrial. Actualmente ciencias como la nanotecnología han
potencializado las propiedades de materiales compuestos, los cuales han permitido
incursionar en el uso de nanopartículas, como fase activa para catalizadores.
Particularmente, las nanopartículas de hierro se han utilizado en la remoción de metales
pesados como el mercurio y el arsénico a través de operaciones como la adsorción y han
sido utilizadas en procesos avanzados de oxidación en los cuales, a partir del proceso
Fenton, se realiza la degradación y mineralización de aguas provenientes de industrias
textiles. Adicionalmente, la necesidad actual de generar productos y procesos de carácter
sostenible ha hecho posible la implementación del uso de fibras naturales como matrices
potenciales de materiales compuestos. Es por esta razón que hoy en día mucha de la
investigación se ha focalizado en el uso de materiales lignocelulósicos, con el fin de
aprovechar las propiedades mecánicas, físicas y químicas que posee la celulosa. En esta
tesis de maestría, se obtuvo un material catalítico a partir del uso de la fibra de fique como
soporte de nanopartículas de hierro. Con el objetivo de hacer posible el proceso del
anclaje de nanopartículas, se realizó una preparación de la fibra la cual consistió en una
funcionalización del soporte para posteriormente depositar las nanopartículas de hierro
por medio de un método fácil y económico de síntesis de nanopartículas como lo es la
impregnación húmeda; así mismo, para conocer las propiedades relativas al material se
realizó una caracterización fisicoquímica por medio de métodos analíticos gravimétricos,
volumétricos e instrumentales. Esta tesis de maestría también exploró potenciales
aplicaciones en el tratamiento de aguas residuales, dentro de las cuales se encontraron
resultados prometedores en relación a la degradación y mineralización de colorantes tipo
azo como el Orange II y en la remoción de metales pesados como el mercurio. Ambas
aplicaciones fueron analizadas con el fin de comprender las variables fundamentales de
los procesos de adsorción y reacción involucrados.
Palabras clave: Furcraea andina, nanopartículas de hierro, mercurio, Orange II,
tratamiento aguas residuales.
Abstract
Treatment of industrial wastewater for bleaching and removal of heavy metals using
heterogeneous, economic and feasible processes has been a topic of interest at industrial
scale. Currently, sciences such as nanotechnology have potentiated the properties of
composite materials, which have enabled the use and implementation of nanoparticles as
active phase in catalysts and adsorbent materials. Particularly, iron nanoparticles have
been used in the removal of heavy metals such as mercury and arsenic through
operations such as adsorption and they have been used in advanced oxidation processes
in which, Fenton process of degradation and mineralization of water from textile industries
is performed. In addition, the current need to generate products and processes with
sustainable basis has made possible the implementation of the use of natural fibers as
potential matrices of composite materials. For this reason today much of the research has
focused on the use of lignocellulosic materials, in order to exploit the mechanical, physical
and chemical properties of cellulose. In this MSc thesis, a catalytic material was developed
from the use of fique fiber as support of iron nanoparticles. A pretreatment of the raw fiber
was performed in order to create the appropriate chemical an physical conditions on the
fiber surface to support the iron; a functionalization process was carried out to further
improve the anchorage to the surface; finally, wet impregnation was used to incorporated
iron nanoparticles on the support surface. A detailed characterization of the synthesized
material was performed via by gravimetric, volumetric and instrumental analytical methods.
This MSc thesis also explore potential applications in the treatment of wastewater, in
which promising results were found with respect to degradation and mineralization of
azodyes such as Orange II and the removal of heavy metals such as mercury. Both
applications were analyzed in order to understand the relevant variables involved during
the adsorption and reaction processes.
Keywords: Furcraea andina, iron nanoparticles, mercury, Orange II, wastewater
treatment.
Preface
The research developed in the MSc thesis is the continuation of a work that Chacón,
Combariza and Hinestroza [1], in the year 2013 began at the Universidad Industrial de
Santander (UIS). They performed a material for degradation of the dye indigo carmine
using a biocomposite of nanostructured from MnO2 and fique fibers. It was interesting for
me, because since my undergraduate thesis I found possible applications that might add
value to a residue as the fique fiber, accepting challenges from the social point of view
(waste water treatment to increase access to the natural resource and time to help the
fiquer community increasing their motivation in the crop), economic (synthesis of an
economic and feasible catalyst from composite materials that the process of scaling to
render practicable), environmental (contribution to issues such as the use of waste and
decontamination of liquid effluent) and technical (implementation combined with the use of
natural fibers and nanotechnology).
The general objective of this thesis is to develop an active, stable and inexpensive
catalytic material, using iron nanoparticles, supported in fique fiber for water treatment
processes of aqueous liquid effluents contaminated with metals and organic compounds
and the specific objectives are: 1) Synthesizing an iron nanoparticles catalyst supported on
fique fiber, 2) to characterize structural, thermal and mechanically the catalyst
obtained, and 3) to evaluate the ability of the catalyst on the removal of mercury ions and
dye Orange II. The first and second specific objectives were accomplished in the work
presented in Chapters 2 and 3, while the third specific objective was achieved in Chapters
4 and 5. One of the underlying goals of this thesis is to provide the research group and
anyone who want to research on this field with the basic knowledge about the main
concepts. This is why the Chapter 1 of this thesis is a general introduction to the topics
developed in this thesis.
The final point to address in this preface is the language of this document and the
structure of the chapters. All chapters, except for the introduction, were written as
individual papers with the aim to be submitted to international journals for publication.
Contents
Page
Acknowledgements ............................................................................................................ XIX
Resumen............................................................................................................................. XXI
Abstract ............................................................................................................................. XXIII
Preface.............................................................................................................................. XXVI
List of Figures ....................................................................................................................... 21
List of Tables ........................................................................................................................ 25
Chapter 1. Introduction ......................................................................................................... 27
Decontamination treatments of water-dye systems ......................................................... 35
Catalysts supports ............................................................................................................ 37
Iron nanoparticles ............................................................................................................. 44
References ........................................................................................................................ 47
Chapter 2. Physochemical treatment and characterization of Furcraea andina ................. 54
Abstract: ............................................................................................................................ 54
Keywords: ......................................................................................................................... 55
Introduction ....................................................................................................................... 55
Materials and methods ..................................................................................................... 56
Materials ........................................................................................................................ 56
Fiber pretreatment ......................................................................................................... 56
Fiber functionalization ................................................................................................... 56
Characterization ............................................................................................................ 57
Humidity ......................................................................................................................... 57
Chemical structural components .................................................................................. 57
Surface characterization ............................................................................................... 58
Structural characterization ............................................................................................ 59
Morphological and textural characterization ................................................................. 59
Thermal characterization............................................................................................... 60
Results and discussion ..................................................................................................... 60
Fiber pretreatment ......................................................................................................... 60
Fiber functionalization ................................................................................................... 63
Surface characterization ............................................................................................... 63
Contents XVIII
Structural characterization ............................................................................................ 67
Morphological and textural characterization ................................................................. 70
Thermal characterization............................................................................................... 73
Conclusions....................................................................................................................... 74
References ........................................................................................................................ 75
Chapter 3. Impregnation of iron compounds on natural and modified fique fiber ............... 79
Abstract: ............................................................................................................................ 79
Keywords: ......................................................................................................................... 79
Introduction ....................................................................................................................... 80
Materials and methods: .................................................................................................... 81
Catalyst Preparation ...................................................................................................... 81
Characterization ............................................................................................................ 83
Results and discussion ..................................................................................................... 84
Impregnation process .................................................................................................... 84
Mechanical characterization ......................................................................................... 95
Conclusions....................................................................................................................... 98
References ...................................................................................................................... 100
Chapter 4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalysts ..................................................................................................................... 104
Abstract: .......................................................................................................................... 104
Keywords: ....................................................................................................................... 104
Introduction ..................................................................................................................... 104
Materials and methods ................................................................................................... 107
OII degradation ............................................................................................................ 107
Effect of chloride ion .................................................................................................... 109
Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis ................................. 109
Identification of intermediate products resulting from the treatment of OII ................ 110
Results and discussion ................................................................................................... 110
OII degradation ............................................................................................................ 110
Effect of chloride ion .................................................................................................... 122
Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis ................................. 123
Conclusions..................................................................................................................... 126
References: ..................................................................................................................... 127
Chapter 5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles ............................................................................... 131
Abstract: .......................................................................................................................... 131
Contents XIX
Keywords: ....................................................................................................................... 131
Introduction ..................................................................................................................... 131
Materials and methods ................................................................................................... 133
Conclusions..................................................................................................................... 145
References ...................................................................................................................... 146
Conclusions and recommendations ................................................................................... 150
Annex .................................................................................................................................. 153
Annex 1 ........................................................................................................................... 153
Annex 2 ........................................................................................................................... 160
Annex 3 ........................................................................................................................... 163
Annex 4 ........................................................................................................................... 164
Annex 5 ........................................................................................................................... 166
Annex 6 ........................................................................................................................... 167
Annex 7 ........................................................................................................................... 168
List of Figures
Figure 1.1. Structural formula of the azo dye Orange II [ ................................................... 28
Figure 1.2. Details of the cellulosic fiber structure 2 ........................................................... 38
Figure 1.3. Molecular structure of hemicellulose 3 ............................................................ 38
Figure 1.4. Molecular structure of Lignin4 ........................................................................... 38
Figure 1.5. Furcraea andina (Personal archive) 5 .............................................................. 40
Figure 1.6. Potential uses of the products resulting from fique 6 ....................................... 41
Figure 2.1. Route used for functionalization of pretreated fique fiber 7 ............................. 57
Figure 2.2. pHzpc for the fiber according to treatment 8 .................................................... 64
Figure 2.3. FTIR - ATR spectrum of raw fique fiber, pretreated and functionalized .......... 65
Figure 2.4. EDS profile of raw, pretreated and functionalized fique fibers 10 .................... 67
Figure 2.5. XRD of raw and pretreated fiber (30, 60 and 90 minutes of sonication) 11 ..... 67
Figure 2.6. XRD of raw and functionalized fiber (1, 2 and 3 hrs of functionalization) 12 ... 68
Figure 2.7. SEM micrographs of the raw fiber 13 ............................................................... 71
Figure 2.8. SEM of the pretreated fiber M60 14.................................................................. 72
Figure 2.9. SEM of functionalized fiber MC3 15 ................................................................ 72
Figure 2.10. TGA for raw, pretreated and functionalized fiber 16 ...................................... 74
Figure 3.1. Mechanism of formation of iron nanoparticles 17 ............................................. 82
Figure 3.2. Color change on impregnated fibers 18 ........................................................... 84
Figure 3.3. Amount of Fe species impregnated on raw, pretreated and functionalized fiber
as a function of impregnation days 19 ................................................................................. 85
Figure 3.4. Chemical synthesis of nanoparticles by the impregnation method 20 ............ 86
Figure 3.5. XRD diffractogram profiles of functionalized fiber after 1, 2 and 3 days of
impregnation.21 .................................................................................................................... 89
Figure 3.6. FTIR spectrum of functionalized fiber after three different days of impregnation
(1, 2 and 3 days) and without impregnation 22 .................................................................... 91
Figure 3.7. Morphological analysis of the functionalized fiber surface after 1 day of
impregnation 23 .................................................................................................................... 93
Figure 3.8. SEM pictures of the functionalized fiber surface after 2 days of impregnation
25 .......................................................................................................................................... 94
Figure 3.9. Size distribution leached of iron nanoparticles (1day of impregnation) in
aqueous solution (Malvern Zetasizer Software)26 .............................................................. 95
Contents XXII
Figure 3.10. Curves stress vs strain of a) raw fiber b) catalyst with 1 day of impregnation
c) catalyst with 2 day of impregnation d) catalyst with 3 day of impregnation 27 ............... 97
Figure 4.1. OII degradation after 4 hours of catalytic activity performed under the following
conditions: Experiment 1 (Catalyst Fe10.9 wt.% and Dye 𝐶𝑂𝐼𝐼0: 2𝑥10 − 4𝑀), Experiment 2
(Dye 𝐶𝑂𝐼𝐼0: 2𝑥10 − 4𝑀 and oxidizing agent 𝐶𝐻2𝑂20: 5.05𝑥10 − 3𝑀), Experiment 3
(Catalyst 10.9 Fe wt.%, Dye 𝐶𝑂𝐼𝐼0: 2𝑥10 − 4𝑀, catalyst contained in aromatic bag28 ... 111
Figure 4.2. OII degradation after 4 hours of catalytic activity performed under the following
conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10 − 4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10 − 3𝑀 and 10.9𝑤𝑡. % 29 ....... 111
Figure 4.3. Experimental and calculated results of the experimental design for Orange II
oxidation. Degradation Response (%)30 ........................................................................... 114
Figure 4.4. Residual plots for kapmod 31 ............................................................................. 114
Figure 4.5. Contour plot of Degradation (%) vs H2O2 and pH 32 ..................................... 116
Figure 4.6. Contour plot of Degradation (%) vs %Fe and pH 33 ...................................... 117
Figure 4.7. Contour plot of Degradation (%) vs COIIo and pH 34 ...................................... 117
Figure 4.8. Degradation OII, the left part initial color and the right the color after the
treatment under the conditions: pH: 2.5, COII0: 1.1x10 − 4M, CH2O20: 5.05x10 − 3M and
10.9 Fe wt. %)35 .................................................................................................................. 118
Figure 4.9. Effect of temperature ions in OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10 − 4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10 − 3𝑀 and
10.9 𝐹𝑒 %𝑤𝑡 36 ................................................................................................................... 120
Figure 4.10. Cycle number of use of OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10 − 4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10 − 3𝑀 and
10.9 𝐹𝑒 𝑤𝑡. % 37 .................................................................................................................. 121
Figure 4.11. XRD of catalyst before and after Orange II treatment38 .............................. 122
Figure 4.12. Effect of chloride ions in OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10 − 4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10 − 3𝑀 and
10.9 𝐹𝑒 𝑤𝑡%39 .................................................................................................................... 123
Figure 4.13. Structural formula of the azo dye Orange II 40 ............................................ 124
Figure 4.14. Chromatogram obtained with a UV-Vis detector at 483 nm of OII dye before
and after degradation 41 .................................................................................................... 125
Figure 4.15. Chromatogram obtained with a UV-Vis detector at 230 nm related with
benzene 42 ......................................................................................................................... 125
Figure 4.16. Chromatogram obtained with a UV-Vis detector at 310 nm related with
naphthalene 43 ................................................................................................................... 126
Contents XXIII
Figure 5.1. Percentage of removal at different loads of adsorbent material (pH=10, initial
concentration of mercury = 10ppm and 10.9 wt.% Fe)44 .................................................. 135
Figure 5.2. Final removal percentage of removal at different loads of adsorbent material
(pH=10, initial concentration of mercury = 10 ppm and 10.9 wt.% Fe) 45 ........................ 136
Figure 5.3. Mercury removal using raw fique fiber (pH=10, initial concentration of
mercury =10ppm).46 .......................................................................................................... 137
Figure 5.4. Experimental and calculated results of the experimental design for mercury
removal. Responses considered removal % 47 ................................................................ 142
Figure 5.5. Residual plots for qe 48 ................................................................................... 143
Figure 5.6. Contour plot of qe (mg/g) vs. pH and mercury initial concentration 49........... 144
Figure 5.7. Contour plot of qe (mg/g) vs. Fe wt% and mercury initial concentration 50 ... 145
List of Tables
Table 1.1. Degradation treatment of Orange II (OII) ........................................................... 28
Table 1.2. Influence factors on the adsorption .................................................................... 31
Table 1.3. Most common adsorbent materials .................................................................... 32
Table 1.4. Mechanisms used in mercury removal 4 ............................................................ 34
Table 1.5. Removal of mercury with residual biomass 5..................................................... 34
Table 1.6. Conventional treatment for water decontamination 6 ........................................ 36
Table 1.7. Methods of cellulose fibers preparation 7 .......................................................... 39
Table 1.8. Average weight distribution of the fique leave components, usable percentage
and applications 8 ................................................................................................................. 40
Table 1.9. Main components of fique fiber 9 ....................................................................... 41
Table 1.10.10Fique fiber quality standards classification .................................................. 42
Table 2.1. Fique fiber proximate analysis and structural carbohydrates and lignin (NREL)
analyses 11 ........................................................................................................................... 61
Table 2.2. Lignin content in fique fiber pretreated at different times 12 .............................. 61
Table 2.3. Carbohydrates present in raw and pretreated fique fiber 13 ............................. 63
Table 2.4. Results of the acidic and basic sites in the fique fiber in different stages of
analysis 14 ............................................................................................................................ 65
Table 2.5. Crystallinity index for raw, pretreated and functionalized fique fiber 15 ............ 68
Table 2.6. Calculated average crystallite size for raw, pretreated and functionalized fique
fiber 16 .................................................................................................................................. 70
Table 2.7. BET surface area of raw, pretreated and functionalized fibers17...................... 73
Table 3.1. XRF analysis of raw fique fiber and catalyst with 1 day of impregnation 18 ..... 87
Table 3.2. Acidic and basic sites determined by titration Boehm and pHzpc for the
impregnated functionalized fiber 19 ..................................................................................... 92
Table 3.3. BET surface area of functionalized fiber after impregnation 20 ......................... 92
Table 3.4. Summary of mechanical characterization for raw and impregnated fiber (1, 2
and 3 days) 21 ...................................................................................................................... 96
Table 4.1. Factors evaluated in the dye degradation of OII using iron supported on fique
catalyst 22 ........................................................................................................................... 108
Table 4.2. Experiments values of Box - Behnken experimental design, degradation
percentage obtained for each experimental conditions 23 ................................................ 112
Contents XXVI
Table 4.3. Analysis of variance (ANOVA) for percentage of degradation by MiniTab 16
Statistical Software24 ......................................................................................................... 113
Table 4.4. Simplified pseudo-first-order kinetic analysis 25 .............................................. 120
Table 4.5. Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis results 26 ..... 124
Table 5.1. Factors assessed in mercury removal using a adsorbent from Fique and iron
nanoparticles27 .................................................................................................................. 134
Table 5.2. Adsorption isotherms models 28 ...................................................................... 137
Table 5.3. Langmuir and Freundlich isotherm models results for the Hg adsorption on raw
fique fiber 29 ....................................................................................................................... 138
Table 5.4. Experimental levels used in the design of experiments Box - Behnken and
values obtained for the Langmuir isotherm model and Langergren model of adsorption 30
............................................................................................................................................ 138
Table 5.5. Pseudo-second-order kinetic model of adsorption 31 ..................................... 139
Table 5.6. Experimental levels used in the design of experiments Box - Behnken and
values obtained for the Lagergren Pseudo-second-order kinetic model 32...................... 139
Table 5.7. Analysis of variance (ANOVA) for qe (mg/g) by MiniTab 16 Statistical Software
33 ........................................................................................................................................ 141
1. Introduction 27
Chapter 1. Introduction
The spread of a wide range of contaminants in surface and groundwater has become a
critical issue worldwide, due to population growth, rapid industrialization and development
of long-term drought. Persistent pollutants in wastewater include heavy metals, inorganic
and organic molecules, and many other complex compounds. As a result, the number of
available water resources in nature to sustain life has been decreasing over time,
becoming one of the biggest problems nowadays, because of the diversity of pollutants
and the rapid depletion of available sources. Therefore, there is the need for controlling the
harmful effects of pollutants and to improve the conditions of human life.
Industrial processes related to food and textiles, among others, use natural or artificial
dyes, which are irresponsible and constantly discharges into rivers and seas. In particular,
in Colombian, due to the presence of an active textile industry in the vicinity of the Medellín
river, regional and national authorities have shown a growing interest into have some cost
effective solutions.
The dyes and pigments industry plays an important role in several economic sectors, for
example textile and food. There are important differences between pigments and dyes; a
pigment is a colored, insoluble substance that does not adhere directly to the substrate,
but through an adherent vehicle, usually a polymer, which supports and adheres to the
substrate [1]. Dyes are chemical compounds that after applied to a substrate (textile fiber,
paper, plastic, leather or foods), they can be absorbed on it, providing a permanent color.
Dyes are usually applied in solution or emulsions that presents affinity to the substrate in
which is going to be absorb. Current world dyes production is in the order of 90 million kg
per year [2].
Dyes can be classified using different characteristics; they can be natural or artificial, also
depending on the chemical structure (organic or inorganic) [3]. Another way to classified
dyes is based on the method use to apply them: reactive, disperse, direct, sulfur, basic
cationic, anionic or acid, mordant, solvent dyes, among others.
28 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
One of the most representative dye in the textile industry and also one that shows
increasing challenges for its treatment is Orange II (C16H11N2NaO4S). Orange II is a
heterocyclic anionic azo compound from the group of naphthols (Figure 1.1), use as dye in
textile, cosmetic, silk and paper industries [9]. Orange II is also known as: OII, acid orange
7, acid orange A, 2-naphthol orange, CI 15510, D&C orange 4, COLIPA C015 and sodium
4-[(2E)-2-(2-oxonaphthalen-1-ylidene)hydrazinyl]benzenesulfonate [4].
Figure 1.1. Structural formula of the azo dye Orange II [4]
Orange II is a non-biodegradable azo-dye commonly emitted by the textile industry in
waste water effluents [5, 6]. It poses a potential risk to human health and has even been
reported as carcinogenic [7, 8]. Some degradation treatment methods developed for
Orange II are listed in Table 1.1:
Table 1.1. Degradation treatment of Orange II (OII)
Heterogeneous
Fenton-like
process using a
zeolite Y-Fe
It has been investigated the effects of pH, temperature, Cl- ions
concentration, O-II initial concentration, hydrogen peroxide and
ferrous ion catalyst (Fe2+) concentrations in the degradation rate.
Also, it was validated in a continuous stirred tank reactor (CSTR),
achieving O-II final concentrations of 5.9 × 10−5 M [5].
Fenton-like
oxidation using
heterogeneous
catalyst based
on bentonite
clay
Degradation and mineralization of O-II solutions using impregnated
saponite with different iron salts (iron(II) ethyl acetate, iron(II) oxalate
and iron(II) acetylacetonate and loads of 7.5, 13.0 y 17 % in weight).
The best conditions achieved degraded 99% of dye with 91%
reduction of total organic carbon (TOC) at 70°C, using only 90 mg of
catalyst per liter of solution, and the amount of iron leached in the
final solution was less than 1 ppm [6].
Heterogeneous
Fenton-like
oxidation using
catalyst of
carbon-Fe
Heterogeneous Fenton-like oxidation process, used hydrogen
peroxide for catalyst activation with two types of carbon support
(active carbon and iron oxide aerogel) impregnated with iron (7% in
weight). The catalyst based on aerogel showed good catalytic yield,
with mineralization up to 90%. However, iron leaching is
considerable, generating a progressive deactivation [7].
However, contamination of water sources is not only due to industrial processes related
with textiles and dyes. Also, mining processes generated heavy metals residues and
transforms environmental ecosystem conditions (temperature, pH, salinity), thereby
1. Introduction 29
increasing the toxicity of effluents. Particularly, mercury has become an important vector of
contamination in areas were mining of noble metals is active (especially in illegal
extraction operations). Mercury is a high density heavy metal, silver in appearance, liquid
at room temperature, presenting toxic effects on living beings and having the capability to
accumulate in food chains [8]. It has physicochemical properties such as high thermal and
electrical conductivity, high surface tension and chemical stability, making it a useful
material in the production of thermometers and other measuring instruments, dentistry,
batteries, electronic, electrical and lighting components [9].
Mercury is found naturally in the planet, due to erosion of earth's crust and volcanic activity
[10]. Mercury occurs in deposits throughout the world mostly as cinnabar (mercury sulfide).
It is also release as a byproduct in many chemical processes such as coal burning and
chlorination plants among others; however, one of the major source of mercury
contamination is the gold extraction process [8].
Hg can exist in several forms: elemental (metallic), inorganic or organic (such as
methylmercury, which enters the human body through food) [10]. Particularly,
methylmercury presents an aggravating problem because is retained in the membranes of
autotrophs organism, then, as heterotrophic organisms feed on autotrophs it becomes an
accumulated material in the food chain; specifically fishes accumulate Hg in great
quantities as methyl mercury, which are subsequently consumed by humans [11].
This metal could be a potentially harmful substance to humans and the extent of its health
impact depends on variables as: compound state (organic, elemental, inorganic), degree
of exposure, exposure source, route of absorption, concentration and interaction with other
substances [9], [12]. Exposure to mercury in the short and long time, may cause serious
health problems, such as: brain damage, kidney damage, lung, digestive system
problems, tremors, changes in vision and hearing, insomnia, memory disorders, nausea,
vomit, diarrhea, seizures, among others [13].
The Environmental Protection Agency (EPA) has developed regulations related to the
maximum allowable concentration for methylmercury in water, estuarine fish and shellfish
tissue to ensure the safety of the population that consumes or handles this kind of food [8].
The current reference dose (RfD) is 0.1 μg/kg/day [9].
30 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Additionally, organizations like the FDA (Food and Drugs Administration) established a
dose of 0.23μg/kg/day, recommending that pregnant women limit fish consumption,
likewise other world organizations (WHO, World Helth Organization and ATSDR, Agency
for Toxic Substances and Disease Registry) determine levels up to 0.47 μg/kg/day,
respectively [8].
According to the WHO, mercury is one of ten products or groups of chemicals that pose
special public health problem due to its high contamination potential and its widespread
use in not regulated industries [10]. This last issue is of special interest in Colombia, where
illegal mineral extraction use extensive quantities of mercury, affecting both atmospheric
and water quality [14]. This problem is particularly alarming in the small-scale gold mining
process (usually artisanal performed), where one kilogram of gold obtained released into
the environment three to five kilograms of mercury [15]. Increasing the statistics of
Colombians health problems related to neurological symptoms, decreased motor skills,
impaired hearing and vision, among others [8]. Although gold mining is an activity with
significant importance in Colombian economy (producing 30 tons per year), environmental
control is poorly structured, especially in the areas where handmade extraction is
practiced; creating at the same time environmental liabilities, turning this practice into an
unsustainable process [15] [16].
Since 2009, Antioquia have imported 520 tons of mercury, from countries such as Mexico,
Germany, Spain, United States and the Netherlands. Affecting the population health of at
least 16 municipalities, considering Antioquia the most polluted region in the world with
mercury and rivers in the Segovia and Remedios area as the third most contaminated
rivers with this metal [17]. Similarly, in Choco, gold mining is promoted through the burning
of amalgam, which is the mixture of gold with mercury. In one of the latest reports, there
are 80 municipalities in 17 departments of Colombia contaminated with mercury, cyanide
and fuels, resulting from informal gold mining [20].
Mercury pollution have caused several impacts in hydric resources such as the reduction
of dissolved oxygen in effluents, obstruction of water flow and ecosystem modifications by
environmental implications on flora and fauna [16]. There are some studies reporting
concentrations of total mercury as high as 6,118 ppm, which are above the established
values by national and international standards [18].
1. Introduction 31
The maximum allowed Hg concentration in Colombia is regulated by the National
Legislative Decree 3930 of 2010 [19], in which Article 20 considers mercury as a
substance of health interest. Articles 38 and 39, in the same decree, state that the
maximum permissible concentration for human and domestic consumption is 0.002 mg/L.
The same decree cover the maximum concentration in products of the livestock sector
(Article 41, 0.01mg/L). Additionally, Article 91 prohibited the discharge of any mercury
contaminated waste into water bodies, such as the ones used to provided potable water to
human population [19]. Decree 475 of 1998 defines 0.001 mg/L to be the maximum value
of total mercury in water permitted in Colombia; however, none of the decrees set limits for
methylmercury.
Mercury separation through “adsorption” specifically by physisorption, leverage the
physical interactions between the solid surface and the adsorbate. The adsorptive
separation is based on three different mechanisms: steric (the adsorbent has pores of
such size that allows to pass only molecules with a specific size), kinetic (different diffusion
rates of compounds in the pores) and equilibrium (adsorbents have different affinities to
accommodate different species) [20]. Depending the nature of these forces, the adsorption
can be classified into two general types:
Physical adsorption or physisorption:
Established interactions between the solid surface and the adsorbate are physical in
nature (Van der Waals force), doesn’t share or transfer electrons, reversible process,
with low heat of adsorption.
Chemical adsorption or chemisorption:
Established forces are true chemical bonds which makes the process irreversible. It
occurs only on the active centers with high values of adsorption heats. Some factors
that influence the adsorption of a given compound are presented in the Table 1.2:
Table 1.2. Influence factors on the adsorption
Solid properties
Surface (A larger adsorbent surface gives greater absorption and
greater adsorption). Pore size distribution (determine accessible
surface adsorption) and particle size of the adsorbent.
Nature of
adsorbate
Solubility of the adsorbate in the solvent, adsorbate structure
(presence of functional groups promotes solid-solute interactions),
molecular size of the adsorbate (affects the rate of adsorption) and
ionic nature of adsorbate (adsorbate net charge).
32 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Characteristics
of the liquid
phase
pH (determine concentration of hydronium and hydroxyl ions in the
medium, setting the degree of dissociation), temperature (increasing
temperature generates a reduction in adsorption) and nature of the
solvent (affinity of the solid by the solvent and adsorbate).
Competition
between
adsorbates
The presence of multiple adsorbates can influence the adsorption
capacity and processing rate.
Different materials can be used as adsorbents, depending on the application, price,
mechanical and chemical resistance, abundance, easiness to use, easy regeneration,
adsorption capacity and surface area. Table 1.3. resumes general characteristics of some
commercially available adsorbents:
Table 1.3. Most common adsorbent materials
Carbonaceous materials
Activated
charcoal
Carbonic porous material made by treatment of charcoal with oxidizing
agents or burning of carbonaceous materials impregnated with
dehydrating agents, with high internal surface, removes residues at low
concentrations [21].
Carbon
nanofibers
(NFC)
Discontinuous carbon filaments with diameters ranging from 20 to 80 nm ,
with an internal structure similar to graphite, also similar to nanotubes in
shape and dimensions, with variations in orientation of the planes [22].
Also with low expansion coefficients and good mechanical, electrical and
thermal properties. There are 4 types of NFC, Platelet, Fishbone or
Herringbone, Ribbon and Stacked cup.
Carbon
Nanotubes
(NTC)
Long cylinders made from hexagonal graphite lattice, comprising one or
more cylindrical and concentric layers of graphite with a 0.34 to 0.36nm
spacing. It can be synthesized by means of electric arc discharge (EAD),
laser ablation (LA) and chemical vapor deposition (CVD) [22]. The
structure of the NTC confers different properties such as hardness and
stiffness, elasticity, heat resistance, and mechanical strength, specific
surface area and high thermal stability. There are single-walled nanotubes
(SWNT: Single Wall NanoTube) or multiple wall (MWNT: Multi Wall
NanoTube).
Carbon
xerogels
Materials synthesized by sol-gel method, where gravitational forces are
negligible and interactions are dominated by short-range forces like Van
der Waals and surface charges, showing Brownian motion [23].
Ordered
mesoporous
carbons
Materials with ordered porous structure and a complex chemical surface
with high surface area [24].
Clays
Mineral grains of less than 2 μm diameter, formed by silicate and aluminosilicate minerals
with sheet-like structures, with large surface areas that can absorb important amounts of
1. Introduction 33
water, having the property to change their volume by adsorption of water molecules or other
polar ions (swelling). All clays attract water to the surface (adsorption) but some of them
leading it into their structure (absorption)[25].
Bentonite Material with soapy properties and a structure of montmorillonite
(phyllosilicates added in the form of flakes), composed of two sheets of
oxygen and silicon tetrahedrons, and interlaminar spaces that can be
occupied by different cations. The final properties depend on the
production methodology [26].
Fuller's earth Clays with different mineralogical composition, mainly palygorskite,
calcium smectite and/or sepiolite, are used in bleaching and oil refining
[27].
Kaolinite Kaolin is the trade name for white clays. This clay have very low water
adsorption capacity [25].
Hydrotalcite Anionic clay with magnesium atoms tetrahedrically coordinated to six
hydroxyl groups, and some Mg2+ cations replaced by Al3+. Calcination
temperature has a very important effect on hydrotalcites and causes
changes in physical and chemical properties [28].
Sepiolite Natural and inert clay, with composition of hydrated magnesium silicate.
The raw extracted mineral is subjected to a grinding and drying processes.
It is a fibrous mineral with large surface area (900 m2/g), due to small
particle size and porosity [17].
Other adsorbents
Silicalite Zeolite with MFI structure type (tridimensional system with two types of
channels), with average pore size of 0.55 nm, useful in petrochemical
applications with an outstanding thermal and chemical stability [29].
Alumina There are many crystalline forms of alumina which can be achieved by
heating of various starting materials, it is made of aluminium oxide (Al2O3),
having surface areas of 150 – 400 m2/g with mesopores [30].
Bioadsorbent
Chitosan
Chitin is a N-acetyl-D-glucosamine linear polymer of high molecular weight
(abundant in fungal cell walls and crustaceans). Chitosan is derived from
chitin by hydrolysis, used as metal chelating polymer and for water
treatment processes in industries such as beer, wine and dairy [30].
Mixed
materials
Mixed materials are being developed to synergistically improve the
properties of its components; like clays and carbon composites for
decontaminating effluents and gaseous separation of N2 and O2 [31].
A new alternative, economic and efficient to remove mercury from aqueous effluents has
been investigated, using as a raw material waste byproducts from industrial or agricultural
processes (lignocellulosic biomass), which is used as an adsorbent [32]. A summary of
the typical mechanism involved in the mercury adsorption process are presented in Table
1.4.
34 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 1.4. Mechanisms used in mercury removal 4
Mechanism Description
Complexation
or chelation
The metal attaches to the active centers onto the cell wall through
chemical bounds forming certain complexes [33].
Physical
adsorption
The phenomena associated with Van der Waals forces, in this case the
sorption is quickly and reversible [34].
Ionic
exchange
It is the proper one of the divalent metal ions that are exchanged with ions
of the polysaccharides present in the biomass. The process is also fast
and reversible [35].
Precipitation The mechanism is associated with the formation of a complex in the cell
wall subsequently it is hydrolyzed [36].
The use of different biomasses in the removal of heavy metals such as mercury has been
reported, below in Table 1.5. some examples are shown.
Table 1.5. Removal of mercury with residual biomass 5
Biomass Example
Sorption
Equilibrium of
Mercury onto
Ground-Up Tree
Fern
Ho et al.[37], studied the behavior of mercury adsorption in aqueous
solutions, using arborecenses ferns. It was found that the adsorption
capacity depends on the temperature. The maximum adsorption was
26.5 mg/g at a temperature of 25°C.
Removal of
Mercury using
eucalyptus bark
This study proposes the use of eucalyptus bark (Eucalyptus
camaldulensis) as a bioadsorbent for the removal of Hg (II) in aqueous
solutions. The performance variables studied were adsorbent dosage,
ionic strength, stirring speed, temperature, solution pH, contact time,
and initial concentration of the metal. The experiments indicated that
the adsorption capacity was dependent on the operating variables and
the process was strongly pH dependent. Kinetic measurements showed
that the process was fast and uniform. Among the kinetic equations
studied, the pseudo second order equation best described the process.
The maximum adsorption was 33.11 mg/g at 20°C [38].
Studies of guava
(Psidium
guajava) bark as
bioadsorbent for
removal of Hg
(II)
Biosorption of Hg (II) was investigated by the use of guava bark
powder. In the investigation a batch system was used, and the effects
of various parameters such as contact time, initial concentration, pH
and temperature were analyzed. It was found that the elimination of Hg
(II) is pH dependent, with maximum adsorption at pH 9.0. In the kinetic
study the pseudo-second order equation was the one that most
adjusted the experimental data. The maximum adsorption was 3,364
mg/g reaching 80 min, it has been shown that the guava bark powder
can be efficiently used as a low cost alternative for the removal of
divalent mercury from aqueous solutions [39].
Sorption of The adsorption of Hg (II) in aqueous solution under variable conditions
1. Introduction 35
Hg(II) onto
Carica papaya
of contact time, metal ion concentration, adsorbent dose and pH was
evaluated by Basha et al. [40]. The results indicate that the adsorption
equilibrium was established about 120 min. The adsorption of Hg (II)
was strictly pH-dependent, and the maximum removal of 70.8 mg/g was
observed at pH 6.5. The kinetic data fit well into the kinetic equation of
pseudo-second order. This work illustrates an alternative solution for
the use of the papaya tree, which is discarded at the end of its useful
life. Therefore, its use for the removal of heavy metals from
contaminated water can be a novel and cost-effective alternative.
Use of rice straw
as biosorbent
for removal of
Hg(II) ions
Rocha et al. [41], carried out adsorption experiments using rice ear
as a biosorbent of Hg (II) ions in aqueous solutions at room
temperature. To obtain the best adsorption conditions, the influence of
pH and contact time was investigated. This adsorption process was fast
reaching equilibrium before 90 minutes, with a maximum at pH 5.0. The
maximum adsorption capacity of Hg (II) metal ions was 0.110 mM/g. In
addition, an excellent result was shown with the use of the ear of rice
as bioadsorbent of metallic ions of mercury in industrial effluents.
Removal of
mercury from
aqueous
solutions using
waste from
Ceiba
pentandra,
Phaseolus
aureus and
Cicer arietinum
Ceiba pentandra (Ceiba), Phaseolus aureus (Jewish) and Cicer
arietinum (chickpea), are trees and plants that grow in India, mainly in
high temperature areas. The shell of the ceiba, jewish and chickpea
crop wastes, are agricultural residues that can be used as
bioadsorbents in aqueous solutions [42].
This study was carried out in a batch process, and the influence of
parameters such as pH, contact time, initial concentration of mercury
ions and the adsorbent dose were analyzed. The experiments showed
that the adsorption process corresponds to the pseudo-second order
kinetic models. With an initial concentration of Hg (II) of 40 mg/l, a
maximum removal of 25.88 mg/g was obtained for the ceiba, 23.66
mg/g for the jewish and 22.88 mg/g for the residues of Chickpea.
Decontamination treatments of water-dye systems
Currently dye contaminated water is an important environmental problem with significant
impact due to their high toxicity and the wide spread use of dyes in industry. Nowadays,
more than 100.000 types of dyes are available worldwide and more than 50% of them
have very low lethal doses (LD50) around 2x10-3 mg/kg [43]. Raising up the challenge to
develop efficient water treatment processes.
Printing, photographic, textile and paper industries are major dye pollutant industries,
generating the need for appropriate management of water waste, including treatment and
disposal systems. In order to oversee the legislation and actions to control and prevent
36 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
dye contamination in water sources the Ecological and Toxicological Association of Dyes
and Organic Pigments Manufacturers (ETAD) was created in 1974.
Today, different treatments are applicable to industrial wastewater, these can be physical
(the compound does not undergo transformation in its structure), chemical (there is a
chemical change in the compound) and biological (use of microorganisms to remove
contaminants). Conventional treatments that have been used are described in Table 1.6.
Table 1.6. Conventional treatment for water decontamination 6
Chemical oxidation [44]
Incineration Pollutant concentration is sufficiently high and the waste require high
temperatures up to 800°C.
Non catalytic
wet air
oxidation:
WAO
Oxidation with dissolved oxygen from air or oxygen-enriched gas
streams, is used to create hydroxyl radicals as oxidizing agents.
Catalytic wet
air oxidation:
CWAO
Complete mineralization of organic contaminants with inorganic
compounds such as ammonia and cyanides, using air or oxygen as
oxidizing agent, improves process costs.
Supercritic
wet air
oxidation:
(SCWAO)
Oxidation by air (enriched or not in oxygen) at high temperatures
(250-400 °C) and high pressure (200-300 atm). The water/air fluid
acts as a single phase, at industrial scale makes a total mineralization
of organic pollutants (conversion to CO2 y H2O), process with high
costs.
Advanced oxidation process (AOP) [45]
Homogeneous
Ozonation in
alkaline
medium
The decomposition of ozone in water increases, generating the
oxidation of organic pollutants in a direct way (reaction between the
organic molecule and dissolved ozone) and indirect way (hydroxyl
radicals are oxidants).
Ozonation
with hydrogen
peroxide
Hydrogen peroxide combined with ozone generate the decomposition,
forming one mole of hydroxyl radicals per mole of ozone decomposes.
Fenton
(Hydrogen
peroxide and
catalyst)
The reaction of hydrogen peroxide with transition metals (iron),
generates highly reactive radicals (hydroxyl). It is used for treatment
of pollutants such as phenol, formaldehyde, BTEX (benzene, toluene,
ethylbenzene and xylene) and pesticides.
Ozonation
and UV
irradiation
Is carried out by an electric discharge field as in the CD-type ozone
generators (corona discharge simulation of the lightning), or by
ultraviolet radiation as in UV-type ozone generators (simulation of the
ultraviolet rays from the sun).
Electro-
Fenton
Oxidative capacity of hydrogen peroxide increases in acid medium as
salts containing Fe+2 can regenerate the catalyst from Fe+3.
1. Introduction 37
Hydrogen
peroxide and
UV irradiation
The rate of photochemical reactions with organic matter can be
increased with the addition to ozone, hydrogen peroxide or both.
Photo-Fenton Production of hydroxyl radicals by Fenton's reagent and UV
irradiation, promotes Fe (III) complex formation, allowing regeneration
of the reduced form of the catalyst.
Electrochemic
al oxidation
Use electrical power to break the bonds of molecules, electrons are
transferred to the organic compound.
Heterogeneous
Catalytic
ozonation
Use of transition metal oxides (MoO3, TiO2, Cr2O3), supported metals
on oxides (Cu/Al2O3, TiO2/Al2O3), granular active carbon (GAC) and
mesoporous systems (silicates MCM or SBA).
Photocatalytic
ozonation
Photoexcitation of a solid semiconductor as a result of absorption of
electromagnetic radiation, generating excitation of electrons in the
valence band of the solid, causing the formation of voids
characterized by a very high oxidation potential.
Membranes [46]
Semi-permeable physical barriers separating two phases, prevents their intimate
contact and restricting the movement of molecules, having the capacity to provide high
flows of permeate and manufacture in compact and in some cases in inexpensive
devices.
The large flows of contaminated water necessary to treat in both cases, Orange II and/or
mercury, required catalysts/adsorbents materials that must be easily to remove from the
decontaminated water, then, heterogeneous catalysis have been extensively applied in
industrial applications because of their straightforward separation, which often results in
lower operating costs. Under this consideration a solid catalyst/adsorbents material
becomes an interesting option for this application and therefore it is important to define the
type of support and active phase that these material will be made of.
Catalysts supports
Currently there is a great interest in the use of renewable natural materials as solid
catalysts supports and as adsorbent materials. Their use could contribute to the solution of
several environmental problems, taking advantage of their physical and chemical
properties such as low density, biodegradability, flexibility, high wear resistance and
excellent thermal degradation.
Natural supports such as fibers are lignocellulosic compounds formed by cellulose,
hemicellulose and lignin. Particularly cellulose, is a highly attractive material in the
development of novel supported catalyst because its mechanical and chemical properties,
38 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
considered a "green" material and not least, presence of large number of hydroxyl groups
which are chemically available for a huge number of different functionalizations, allowing
the modification of the physicochemical properties according to the target application [47].
Figure 1.2. Details of the cellulosic fiber structure [36] 2
Figure 1.3. Molecular structure of hemicellulose [37]3
Figure 1.4. Molecular structure of Lignin [38] 4
In relation to the hemicellulose, is one of several heteropolymers, such as arabinoxylans,
present along with cellulose in almost all plant cell wall. While cellulose is crystalline,
strong, and resistant to hydrolysis, hemicellulose has a random, amorphous structure with
1. Introduction 39
little strength. It is easily hydrolyzed by dilute acid or base as well as myriad hemicellulase
enzymes [48], its molecular structure is shown in Figure 1.3.
Lignin is a group of complex organic polymers that form important structural materials in
the support tissues of vascular plants and some algae, lignin is particularly important in the
formation of cell walls, especially in wood and bark, because they provide rigidity and do
not rot easily. Chemically, lignin is a cross-linked phenolic polymer [49], its chemical
structure is shown in Figure 1.4.
Several methods have been reported to prepare cellulose nanofibers from plants as Jute,
Sisal and Kenaf [39 - 41]. Based on the mechanisms of fiber preparation, they can be
classified in three groups: chemical, enzymatic and physical extraction methods, as
presented in Table 1.7 [53].
Table 1.7. Methods of cellulose fibers preparation 7
Chemical
preparation
methods
The nanorods may be homogenized cellulose pretreated with an acid
solution of microcrystalline cellulose (MCC). Some other cellulose fibers of
approximately 200 to 400 nm long and 12 nm of wide, can be dispersed in
an organic medium of dimethylacetamide/lithium chloride (DMAc/LiCl) [54].
Another method is to disperse the cellulose (nanofibers) in water and to
add the radical 1-oxyl-2,2,6,6-tetramethylpiperidine (TEMPO) in order to
oxidate the wood pulp (Kraft). Some primary hydroxyl groups in
polysaccharides including β-glucose in cellulose are selectively oxidized to
carboxylate groups by TEMPO, with the advantage that oxidation
mediated by TEMPO can be introduced in native cellulose, maintaining the
fibrous morphology and crystalline characteristics [53].
Enzyme
preparation
methods
The bacterial cellulose of seaweed and ramie cotton can preferably
degrade by Trichoderma viride, turning waste into Iβ cellulose[55].
Nanofibers of 40 nm can be obtained, are used for reinforcement in
composite materials based on polymers.
Physical
preparation
methods
Mechanical processes can be done in a high pressure homogenizer. This
yield the division and disintegration of cellulose fibers and exposing
smaller microfibrils and nanofibrils with diameters in the range of 10-100
nm[56].
40 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
An example of a lignocellulosic material is the Fique fiber (Furcraea andina), plant from the
american continent, with more than 400 species reconigzed. It has fleshy fibrous leaves,
with or without thorns. Fique plants have long roots, bloom once per year and with a size
that varies accordimg to the specie. Since ancient times this plant have been known by the
name of “Woderland Plant”, because the varies uses that have been given to it, including
drugs extraction, production of fermented beverages, mops, among others [57].
Figure 1.5. Furcraea andina (Personal archive) 5
In Colombia fique crops are mainly located in the Andean region, in territories where the
climate is temperate. The most relevant department in terms of fique production are:
Antioquia, Boyacá, Cauca, Nariño and Santander [23]. In terms of other type of natural
fibers, fique has mainly two competitors: Jute, a soft fiber used for packaging and textiles,
and sisal which is a fiber used in cordage. However, the fique fiber has two advantages: it
is not as soft as jute, but not as stiff as sisal [22].
Furcraea andina (Fique) plant, from the Agavaceae family Andina (see Figure 1.1), is
characterized by an erect stem with an average height of 2 to 7 m and average width of 10
to 20 cm; the trunk made up of 75 to 100 leaves (1 to 3 m long), radial shape, fleshy,
pointed, well-toothed and prickly; with greenish-white flowers "margüey" only that bloom
once a year. Fique has a lifespan of 10 to 20 years and a production peak of 3 to 6 years
[58]. Table 1.8 resumes an average weight distribution of the fique leave components,
their usable percentage and some of their applications:
Table 1.8. Average weight distribution of the fique leave components, usable percentage and applications [59] 8
Part Leaves
weight (%)
Useful percentage
(weight %)
Uses
1. Introduction 41
Fiber
Juice
Tow
Marc
5
70
8
17
4
40
3
10
Textile industry, packing
Extraction
Paper pulp
Construction materials
Fique leaves undergo a defibration process (operation that separates the bark from the
inner fiber) in a shredder machine. Defibration is the initial step in the transformation of
fique leaves. The several byproducts obtained have a wide range of applications, as
summarize in Figure 1.6 [59].
Figure 1.6. Potential uses of the products resulting from fique [58] 6
Long fibers only constitute 4% (weight) of the fique leaves and form the main structure of
the cell walls, mainly composed of cellulose, hemicellulose, lignin and pigments; each fiber
filament is composed of fibrils bonded together by lignin. An average chemical compound
weight distribution of fique fiber filaments is presented in Table 1.9.
Fique fiber and its byproducts could become excellent raw materials in various chemical
and physical processes due to its compatibility with several materials and its outstanding
mechanical properties (torsional strength, bending and tensile) [60].
Table 1.9. Main components of fique fiber [58]9
FIBER Weight %
Ashes 0.7
Long fiber
Packing
Agromants
Cordage
Crafts
Textils
Chaff
Paper
Fiber-reinforced
Stuffing mattresses
Thermal insulation
Organic fertilizers
Juice
Surfactants
Detergents
Cosmetic products
Alcohol
Bioinputs
42 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Cellulose 73.8
Ream 1.9
Waxes and fats 1.9
Lignin 11.3
Pentosanes 10.5
TOTAL 98.2
In order to classified fique fiber, ICONTEC has developed a technical standard procedure
(NTC 992) that regulates the quality of natural fibers in Colombia, including definitions and
classification, setting the humidity and fiber length requirements [61]. Table 1.10 resumes
some of fique fiber characteristics use to determine fique fiber quality.
Table 1.10.10Fique fiber quality standards classification [59]
SORT OF FIQUE CHARACTERISTICS
Fine
- Good defibration
- Length greater than 90 cm
- Spall: low
- Free of knots and tangles ropes
- Free of diseases and pests
- Variable color
Ordinary
- Regular defibration
- Length greater than 90 cm
- Free of knots and tangles ropes
- Variable color
Short
- Good to regulate defibration
- Length lower than 90 cm
- Free of knots and ropes
- Possible entanglements
- Variable color
Fique long fibers have been used in the production of textile fabrics, threads, cordages,
packaging and crafts. Particularly in Colombia, the production of added value fique fiber
products is not well developed, although is an important job generator in some regions, the
economic gain margin is low; a fine quality fiber has a marked value in the order 1230
COP/kg meanwhile a low quality fiber has a marked value in the order of 1100 COP/kg,
reducing the incentives for an appropriated production of the fiber [59].
Some companies responsible for the production of packaging materials made up of fique
fiber are Cohilados del Fonce LTDA (San Gil), Compañía de Empaques S.A (Medellín),
Empaques de Cauca S.A (Popayán) and Hilanderías Colombia LTDA (Pasto).
1. Introduction 43
Currently, the fiber is used by Colchones Spring, Colchones El Dorado and Americana de
Colchones, to produce fique sheets as a new material called “microlink ®”, which is a fiber
agglomerate of fique and cotton, used as thermal insulator and structural reinforcement of
mattresses, it has been an innovative application of this natural product taking advantage
of the excellent strength, flexibility and thermal insulation of fique fiber [58].
Some recent studies have shown that the use of fique fiber for the design of reinforced
materials is an excellent alternative due to its biodegradability, diversity, renewability,
recyclability, wide availability, low energy consumption in manufacturing, competitive cost
(low cost per unit volume), low density and mechanical properties; even if after its lifespan
is over and recycling is not an option, production of renewable energy by incineration is an
available alternative [62].
Several studies have reported the mechanical effects of using fique fiber as reinforced
materials in composite materials. Latorre et al. [63], prepared an epoxy polymer matrix
reinforced with fique fiber used both as a protection and reinforcement of dented and light
corrode pipelines. This material stopped corrosion progress and presented excellent
adhesion to the pipeline surface, resistance to cathodic processes and mechanical
strength. Hidalgo et al. [62], reported a 212% increment of the mechanical strength and a
218% increment on elasticity for composites made out short fique fiber and LDPE (low
density polyethylene). Contreras et al. [64], used fique fiber as a reinforcing material in
polyester matrices and evaluated the strength, flexibility and impact resistant of the
produced matrices, concluding that fique fiber is an excellent alternative to replace
synthetic fibers, but also highlighting that imperfections such an uneven fiber diameter and
fiber impurities could decrease the quality of the products by acting as stress
concentrators. Hybrid materials made out of fique fibers, fiber glass and polyester resin
have been explored as a suitable material for the production of autobuses bumpers
(Paredes et al. [65]), finding that fiber length is the most influential parameter in the
mechanical performance of the hybrid material. Gañan et al. [66], studied the
crystallization process and thermal degradation of a thermoplastic polypropylene matrix
reinforced with fique fibers. The study found that the reinforcing material provides
enhanced thermal stability.
Other studies have explored not only the mechanical properties of fique fiber but also have
investigated its chemical properties in order to use the fiber as an adsorbent material,
catalyst support and some other applications. Gañan et al. [66], evaluated by FTIR- ATR,
44 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
SEM and TGA the effect of chemical treatment such as mercerization and salinization on
raw fique fiber. Deposition of metallic particles on modified fique fiber surfaces was
reported by Castellanos et al. [67], particularly gold nanoparticles were synthesized using
3-chloro-2-hydroxypropyl trimethyl ammonium chloride (CHTAC) as cationization agent in
strong alkaline conditions (NaOH). The study found that the molar NaOH/CHTAC ratio has
not significant influence on the size and distribution of the gold nanoparticles, it was also
determinate that the cationization process improved the fiber mechanical properties. Some
other type of nanoparticles has been explored, Chacón et al. [68], studied the degradation
of organic dyes on nanostructured MnO2/fique fiber catalysts, finding that Coulomb
interaction play a major role on the attachment of the MnO2 particle to the fiber surface.
Nanoparticle formation on the fiber surface was corroborated via FESEM. The synthesized
catalyst was very active in the degradation of indigo carmine dye, reaching degradation
values as high as 98% in less than 5 minutes.
Currently an increasing tendency in the world is to move back into the use of renewable
raw materials free of chemicals and not harmful to human health. To continue in this path,
it is important the implementation of policies that contribute the implementation of
elements for sustainable development, soil and water use, among others. Nowadays in
Colombia, there is an interest of the entities and institutions implicated in the fique fiber
chain production to find added values applications involving green chemistry and
designing cleaner production processes [34].
Iron nanoparticles
Nanotechnology applied in the improvement of water treatment processes has become an
important tool in environmental catalysis because it could provide innovative technical
solutions to control emissions, reducing the impact of existing technologies, eliminating no-
biodegradable molecules and disabling the most resistant organisms and potentially
creating new processes.
Nanomaterials could be very reactive because of its large surface area relative to volume,
and because the presence of a greater number of reactive sites. These properties allowed
more contact with pollutants, increasing reaction rates. Also, taking advantage of their
"nano" size; they can be impregnated on very small spaces, allowing particles to travel
farther, improving dispersion [69]. Silver, zinc oxides and iron oxides nanoparticles have
been used to carry out water purification of E. coli and arsenic [70]. Dufour et al. [71],
1. Introduction 45
developed filters that act as a ceramic "sponge" (prepared with natural clay), to retain
pollutants from textiles and domestic industries, this type of materials have the advantage
of being easy to manufacture, clean and reuse [70].
Studies conducted at Rice University, found an alternative to the water treatment of
effluents polluted with arsenic by taking advantage of the magnetic interactions of iron
oxide nanoparticles with carefully placed magnets. This significantly reduces the
environmental and health impacts [72] and allows to perform environmental risk
assessment in terms of toxicity, exposure and risk characterization [73].
Nanostructured catalysts have been also applied in the destruction of chlorinated organic
contaminants in water by using low concentrations of bimetallic core/shell nanoparticles,
taking advantage of a synergetic catalytic effect of gold nanoparticles coated with
palladium [74].
Nanostructured catalyst based on TiO2 also have been developed for photocatalytic
decontamination of water, this approach can be classified in three groups: the first group is
the use of pure TiO2 nanomaterial (first generation), where the more relevant catalytic
variable is the size of the TiO2 particle; the second generation corresponds to the metallic
doping of TiO2 to incorporate impurities in the crystal structure in order to increase the
radiation absorption capacity of TiO2, and the third generation of TiO2 based catalyst but
doped with nonmetals such us sulfur-doped TiO2 [75].
Another compound which has been used for the synthesis of nanoparticles are iron oxides,
in the forms of magnetite (Fe3O4), maghemite (γ-Fe2O3) and hematite (α-Fe2O3) are the
most common [76]. A nanometer scale this compound has shown great properties as
biocompability, size, large surface area, superparamagnetism and ability of surface
modification [77].
Additionally, techniques that allow easy synthesis and properties control of iron oxides
nanoparticles has been developed; increasing the versatility of the produced nanoparticles
in terms of size distribution, morphology, surface chemistry and magnetism [78]. However,
research continues in order to improve nanoparticle stability exploiting the possibility of
iron oxide to react with different compounds, avoiding aggregation and sedimentation,
increasing mobility and reactivity [79].
46 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Based on the wide range of chemical and physical properties reported for oxide
nanoparticles, many catalytic application have been proposed, such as adsorbents,
enzyme immobilizers and wastewater treatments [80].
Today, novel applications for iron NP Fe0 are seeking greater flexibility in treatment, reuse
treatment agents, environmental safety (sustainability), optimization of costs synthesis and
modification, and very important, the possibility of scaling and easy separation [70].
However, the use of nano zero valent iron (nZVI) have found increasing applications in
environmental technologies and hazardous waste treatment, owing to their superior
reactivity, extremely small particle size and large surface area towards a variety of
recalcitrant contaminants and their enhanced capacities for contaminant abatement [82].
Although much work was devoted to the metal sorption and reduction by nZVI particles,
the exact contaminant removal mechanisms including the particle surface chemistry are
still not fully understood [83]. In order to demonstrate a mechanism, the zeta potentials
after the adsorption of Hg (II) ions have been measured, the surface charge of the
adsorbent with nZVI after exposure to the toxic metals is approached to zero. It is believed
that toxic metals as mercury is removed by the positive interactions between the negative
charge of the immobilized nZVI and the positive charge of the mercury solution which
eventually decreases the negative charge, due to the oxidation of Fe0 to Fe+2 and Fe+3 and
also adsorption/reduction of Hg(II) ions on the surface of nZVI. Demonstrated
chemisorption of Hg (II) ions onto supports with nZVI throughout the adsorption/reduction
processes are in line with the obtained kinetic and adsorption isotherm data [84].
Aditionally, there have been numerous studies that have demonstrated the ability of iron
oxide to remove contaminants from water effluents [77] these technologies are classified
into two groups: a) technologies using nanoparticles as adsorbents or as immobilizers for
improving removal efficiency and (b) using iron oxide nanoparticles as photocatalysts to
break or convert pollutants to less toxic forms.
Then, the window is open to develop new science that contributes to sustainable solutions
to a world that is beginning to recognize the need to remedy and fix the excessive damage
that has been done to nature. Consequently, there is a need of implementing new
technologies for the remediation of water sources; this research explore the development
of a catalyst-adsorbent material containing iron species as the active phase and fique fiber
1. Introduction 47
as support, based on the facts that iron species are active for this kind of treatments and
fique is a green removable material with very attractive physicochemical characteristics
applicable in this type of processes.
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1. Introduction 51
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54 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Chapter 2. Physochemical treatment and
characterization of Furcraea andina
Abstract:
A physicochemical pretreatment on the natural fiber fique (Furcraea andina) was
evaluated in terms of the modification of the physical and chemical fiber properies, as an
initial stage in the process of setting appropiate condition for its later use as alternative
matrix in the synthesis of a catalyst for removal of heavy metals and dyes. The fiber was
characterized structurally using the NREL methodology, determining the percentage of
lignin, cellulose and hemicellulose, obtaining values of 22.58, 36.3 and 28.15, respectively.
In addition, the pH of zero point of charge (pHzpc), the acidic and basic sites, humidity,
total solid and ashes were measured. The studied physicochemical pretreatment seeks to
expose and enable superficial sites (functional groups) that subsequently can act as
centers of nucleation in the synthesis of nanoparticles. Exposure of functional groups was
performed by means of a procedure assisted with ultrasound, varying the sonication time
(30, 60 and 90 min) finding 60 minutes of pretreatment as the most beneficial, evidencing
an increment of cellulose and reduction in the percentage of lignin and hemicellulose.
Subsequently, chemical activation of the sonicated fiber was held at different times of
functionalization (1, 2 and 3 hours) in cycles of acid-base treatments, Fourier transform
infrared spectroscopy (FTIR) - attenuated total reflection (ATR) and Energy-dispersive X-
ray spectroscopy (EDS) equipment coupled to a SEM probed that 3 hours of treatment is
the time with the highest impact in terms of surface functionalization and the same time,
the deposition of the sodium ions was verified. X-Ray Diffraction (XRD) was used to
determine the fiber crystallinity in all stages of the pretreatment; crystal size in the final
stage was 5 nm on average. Total surface area was improved by the pretreatment and it
was determinate applying the BET method by N2 adsorption isotherms. Scanning electron
microscope (SEM) micrographs showed in the pretreatment stage a fiber clean and free
from waste from the defibration process and a superficially more homogeneous fiber for
the functionalization stage. Finally, the thermal characterization by thermogravimetric
2. Physochemical treatment and characterization of Furcraea andina 55
analysis (TGA), revelaled a futher effect of the funtionalization process when compare with
raw and pretreated fiber samples.
Keywords: Furcraea andina spp, pretreatment, functionalization, treatment wastewater,
catalyst.
Introduction
Due to its mechanical and chemical properties, cellulose is a highly attractive natural
material, especially for the presence of a large number of hydroxyl groups useful to
perform a tailor made chemical functionalization and then provide specific physicochemical
properties according to the desirable application. Pretreatment and functionalization
processes with close control over the effects on the cellulose structure can help to
improve its properties (crystallinity, length, width and aspect ratio), producing materials
with a wide spectrum of applications, such as catalysts support and absorbing material,
among others, having the aditional advantage of being environmentally friendly.
Chacón Patiño et al.[1], Wang et al.[2], and Chattopadhyay [3] have shown that the
development of technological applications from cellulose is a good alternative for the
generation of materials with enhanced chemical, mechanical, thermal and catalytic
properties. Among available vegetable materials with high percentages of cellulose, fique
fiber presents exceptional properties in comparison with some widely used synthetic
polymers: this fiber is biodegradable, flexible, low cost, low density, with excellent thermal
and mechanical properties. In addition, as a social impact, fique provides employment to
about 70,000 families, contributing in some important areas to the substitution of illicit
crops in Colombia [4].
The goal of this study was to performe a complete characterization of the raw natural fique
fiber monitoring the effect of three different physicochemical pretreatments on the surface
chemistry, morphology and textural properties, crytalline structure and structural
properties, following the Nationational Renewable Energy Laboratory (NREL methodology)
[5]. The later, in order to find the pretreatment conditions that provide enhanced properties
to the fique fiber to be used as a catalytic support for the synthesis of nanoparticles.
56 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Materials and methods
Materials
Raw fique fibers standardized in moisture, color, length, width, free of knots, diseases and
pests was provided by Compañia de Empaques S.A, who collects it from the Colombian
coffee region.
Fiber pretreatment
In order to removed lignin, hemicellulose, carbonates, chlorophyll, saponins and any other
waste present, a physical process (ultrasound) was performed;ultrasonic pretreatment has
been also reported to decrease cellulose crystallinity and increase lignocellulosic material
porosity [6]. 1g of raw fiber was submerged in a ultrasonic bath using an erlenmeyer
containig 200mL of deionized water (0.054 μS), sonication time was performed at three
different levels (30, 60 and 90 minutes, called M30, M60 and M90 respectively) at 42 KHz
and 100 W. After sonication the fibers were removed from the deionized water and dried
overnight at room temperature. The effect on the fiber structure in this process was
assessed following the NREL methodology for the determination of structural
carbohydrates and lignin in biomass [5].
Fiber functionalization
Functionalization of surface cellulose exposed during the ultrasound pretreatment was
performed following the procedure proposed by Wang et al. [2], The pretreated fiber was
placed in 200mL of HCl (5% vol.), varying exposure time at three different levels (1, 2 and
3 hours) at room temperature, then the fiber was rinsed with distilled water. Finally, the
fiber was placed in 200mL of NaOH (6% vol.) at 60°C also at three time levels (1, 2 and 3
hours. Called MC1, MC2 and MC3 respectively)), then rinsed with distillate water and dried
at 80°C for 12 hours. Each experiment was performed in duplicate and the results for each
time of functionalization were averaged.
Figure 2.1 section a, ilustrates the initial step of functionalization on the pretreated fiber by
immersion in HCl, causing acid hydrolysis of the polymeric chains of cellulose and
breaking intermolecular hydrogen bonding, and superficially degrading cellulose to form
hydroxylated surfaces [7].
2. Physochemical treatment and characterization of Furcraea andina 57
The second step of the functionalization mechanism (Figure 2.1b) is achieved by exposing
the previously formed hydroxylated surface to NaOH as cationic agent, promoting the
formation of the corresponidng salts (RCH2ONa+) on the fique’s surface and cationizing
the fiber [8].
The chemical surface functionalization process performed on the pretreated fique fiber
allows the formation of cationic sites capable to chemically interact with a variety of
chemical elements and compounds, such as the incorporation of innorganic nanoparticles
[3, 9].
Figure 2.1. Route used for functionalization of pretreated fique fiber 7
Characterization
Humidity
Humidity of raw and pretreated fiber was determinate on 1g of fique using an infrared
radiation scale (PMB53-Adam) for 25 minutes, at 100°C; samples have not undergone any
other treatment previously to the humidity determination experiment.
Chemical structural components
The NREL [5] methodology was implemented for the determination of structural
components in the fique fiber. This uses two acid hydrolysis steps to fractionate biomass.
The first step allows the determination of the acid insoluble lignin in the sample (via
58 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
standarized gravimetry procedures). The acid insoluble residue was placed in a crucible
and loaded in a oven at 105°C (Labtech Essa) until constant weight, then the samples
were removed from the oven and cooled in a desiccator and their weight was recorded;
finally, the crucibles and residue were placed in a furnace (Thermo Scientific
Lindberg/Blue Moldatherm™) at 575°C for 24 hours, the weight of cold samples were
recorded again. The second step used UV-Vis spectroscopy to determined acid soluble
lignin, the absorbance of a hydrolysis aliquot was measured at wavelength of 320 nm
using as blank a solution of sulfuric acid 4%(v/v).
A second stage of the NREL characterization involves the fragmentation of the fibers into
soluble monomerics forms (glucose, xylose, arabinose and acetic acid) and quantification
using HPLC chromatography (VWR - HITACHI ELITE Lachrom system, consisting of a
model L-2130 quaternary pump and a IR detector, Model Shodex RI - 101). A stainless
steel Shodex SC1011 (300 x 8 mm I.D.) was used in the analysis. A gradient method with
HPLC grade water, filtered and degassed as mobile phase was employed in the
separation. Elchrom Elite software Chromatography data system was used for data
processing and reporting. The injection volume was 20 µL each time to achieve
reproducible injection, which was conducted with automatic injector (Model L-2220). The
flow rate was kept at 0.6 ml/min during the run and the temperature was kept at 85°C in
the separation column. Peak identities of the degradation products were confirmed by both
retention time and spectra matching of standard compounds.
Surface characterization
One of the goals of the treatment and functionalization processes is to modified both the
physical and chemical properties of the fiber surface, as the chemical environment of the
fiber surface is modified, properties such as the pH of zero point of charge and the acidic
and basic surface sites change too.
Determination of the pH of zero point of charge (pHzpc) was obtained using a drift method,
solutions with 45mL of KNO3 (1% vol.) were adjusted to an initial pH in the range of 2 to 10
by adding HCl 0.1M or NaOH 0.1M, the volume of each solution was completed up to
50mL by adding KNO3 (1% vol.) Once the pH of the solutions were set, 0.1g of fique fiber
(raw, pretreated or functionalized) were added and the suspensions were stirred for 24
hours at 25°C and then the pH of the supernatants were registered [9].
2. Physochemical treatment and characterization of Furcraea andina 59
Acidic and basic surface sites were determined by the Boehm titration method [10]: 1g of
fique fiber (raw, pretreated or functionalized) was added to 50 mL of 0.1M NaOH (for acid
sites determination) or 0.1M HCl (for basic sites determination) solutions, stirred for 5 days
at 150 rpm and 30°C, then a 10 mL aliquot from each suspension was titrated with
standard solution; pH registry was performed up to a total volume of 25mL of standard
solution added.
Fourier Transform Infrared Spectroscopy (FTIR) was used to identify changes in the fiber
functional groups at different stages (raw, pretreated and functionalized). All samples were
left at room temperature overnight before being analyzed. FTIR were determined using an
ATR (PIKE) diamond crystal accessory at an angle of 45° attached to a FT-IR Nicolete iS
10 spectrometer (Thermo Fisher Scientific). Scans of 20 readings were performed by
spectrum; the data were recorded from 4000 to 600 cm-1.
Additional superficial chemical information of the fiber was obtained using Energy-
dispersive X-ray spectroscopy (EDS) equipment coupled to a SEM, this type of chemical
elemental analysis was performed in a Zeiss Auriga FIB-SEM (GeminiSEM) attached to
the Oxford INCA EDS equipment with MAX80 SDD detector system, operating in spectrum
collecting mode under high vaccum conditions, 20kV and approximate at a 5mm of
working distance.
Structural characterization
Crystalline information of fique fibers was measured at room temperature using a XPert
Pro MPD diffractometer with monochromator of crystal graphite using Cu Kα (λ = 1.5406
Å) at 40 KV and 30 mA. Diffraction patterns were obtained in the range of 2theta =10-40°,
with a step size of 0.02° and measuring time of 50s per step. Experimental data was
analyzed using PANalytical X'Pert HighScore Plus database.
Morphological and textural characterization
The total surface area was measured by the adsorption of nitrogen (N2) at 77 K, using a
Quantachrome NOVA e-Series surface area analyzers. N2 isotherms were performed on
fique fiber samples at different stages of treatment (raw, pretreated and functionalizated);
before N2 adsorption was performed on the samples they were degased at 80oC for 8 hr;
the calculation of the total superficial area was done using the BET method [11].
60 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Morphologycal characterization of fique fibers was achieved via Field Emission Scanning
Electron Microscope (FESEM) performed on thin film gold coated samples using a Zeiss
Auriga FIB-SEM (GeminiSEM) scanning electron microscope, coupled to a secondary
electrons (SE2) detector. The micrographs were taken at 1.5 kV, working distance (WD)
ranging from 4.9 to 5.2 mm, at different magnifications.
Thermal characterization
Thermal gravimetric analysis (TGA) was performed to compare the thermal stability of
each sample, TGA analysis was performed using a thermogravimetric analyzer (TGA1,
Mettler Toledo), in a temperature range from 25 to 580oC at a heating rate of 5ºC/min in an
inert atmosphere (N2, flow of 50 mL.min-1).
Results and discussion
Fiber pretreatment
Table 2.1 summarizes the proximate analysis, the structural carbohydrates and lignin
results of raw and pretreated fibers. There is an evident increase of the fiber humidity after
pretreatment, reaching a maximum value of 11.24% at 60 minutes of pretreatment. This
kind of behaviour has been previously reported, suggesting that a higher content of water
in the fiber constitution facilitates the movility of chemical structures, improving structural
reorganization in the fiber and increasing crystalline cellulose [1].
High moisture content have been reported to be related to the formation of carboxylic
functional groups (-COOH), increasing fiber swelling via an osmotic effects and increasing
the affinity with water -OH groups, giving the fiber a hydrophilic character. Water retention
has been also reported to be an indicator of increased fibrillation of the treated fiber [12].
Fique fiber sonicated for 60 minutes, reported a wet basis moisture content of 7.43%,
showing a reduction with respect to the humidity of all pretreatments accordingly to the
functionalization made, chemical treatment reduces the number of –OH. The acid
insoluble residue (AIR) declined sharply, indicating that the longer the pretreatment the
smaller the presence of insoluble residue in the composition of the fiber [13]. Ashes weight
percentage decreases with the pretreatment time, presenting a small reduction after 30
minutes, but reducing in a dramatic way after 60 minutes, meaning that sonication may
have a major impact in the removal of inorganic substances that could be present in the
2. Physochemical treatment and characterization of Furcraea andina 61
raw fique [14]. Peinado et al.[4], reports a value of ashes of 0.7% for fique fibers from the
Santander region (north east of Colombia), different to the value obained for the fique used
in this study (0.94%), such differences in raw fique are ussually relate to non comparable
agriculture procedures and conditions that varied from region to region [4]. Total solids
decreased with increasing time of sonication, mainly due to the change in the percentage
of moisture (Table 2.1).
Table 2.1. Fique fiber proximate analysis and structural carbohydrates and lignin (NREL)
analyses 11
Component Weight Percentage (%)
Raw M30 M60 M90
Humidity 2.10 7.92 11.24 10.34
Total solids 97.90 92.08 88.76 89.66
Acid insoluble residue (AIR) 23.02 14.31 13.48 8.41
Ashes 0.94 0.83 0.04 0.02
Lignin 22.58 13.92 13.94 8.91
Hemicellulose 28.15 33.49 27.21 30.46
Cellulose 36.33 45.08 41.42 44.56
Also there is a reduction in the content of lignin of the pretreated samples at any of the
pretreatment times: 8.66% for 30 minutes, 8.64% for 60 minutes and 13.67% for 90
minutes. Table 2.2 summarizes the contribution of insoluble and soluble lignin determined
using NREL methodology, being insoluble lignin (AIL) the most abundant type of lignin
found in the sample.
Several studies have reported that lignin constitutes between 10 to 25% of the cell wall in
most natural fibers [16], the value obtained for the samples studied in this work was
22.58%, a considerable larger value to the ones reported by Peinado et al.[4], and Chacón
et al. [1], of 11.3 and 14.5%, respectively (Santander region fique).
Table 2.2. Lignin content in fique fiber pretreated at different times 12
Component Weight Percentage (%)
Raw M30 M60 M90
Acid insoluble lignin (AIL) 22.08 13.47 13.44 8.39
Acid soluble lignin(AIS) 0.50 0.45 0.51 0.51
Total lignin 2.58 13.92 13.94 8.91
62 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
During the hydrolysis, polymeric carbohydrates are hydrolyzed into monomeric forms,
which are soluble in the hydrolysis liquid. They are then measured by HPLC, the
concentration of the polymeric sugars are calcuated from the concentration of the
corresponding monomeric sugars obtained by HPLC, using a correlation between C-5
sugars (xylose and arabinose) with the hemicellulose and a correlation between C-6
sugars (glucose) with cellulose [5].
In terms of hemicellulose there is not a clear tendency of the effect of the pretreatment.
Initially after 30 minutes of pretreatment, the hemicellulose weight percentage increases
from 28.15 to 33.49% then reduces to 27.21% after 60 minutes to finally increase to
30.46% after 90 minutes, this kind of behavior has been previously correlate to a
mechanism where after an initial disrruption of microfibrils they associate into clusters or
bundles denominate macrofibrils [15]. Raw fique fiber hemicellulose composition of
28.15% is within the 15 to 30 weight % range reported by other authors as Saha [18].
All the pretreatment times increased the weight percentage of cellulose in the fiber,
obtaining the highest value for 30 minutes of pretreatment (45.08%), confirming the
positive effect of sonication treatment on the fiber. This kind of behavior has been reported
to be caused by the destructive effect that sonication has on hemicellulose and lignin since
produce glycosidic bonds dissociation, promoting the formation of weaker oligosacharides
and reducing the molecular weight [19].
The main constituent of wall cells in plants is cellulose. Fique analyzed in this study has a
36.3% of cellulose in its composition, very different from the value reported by other
authors as Peinado et.al [4], and Chacón et al. [1], (73.8% and 63%, respectively). Some
authors have attributed this difference to the type of fertilizer used during cultivation, no
comparable defibration process, different species of fique plant and even environmental
conditions of each region [20].
Table 2.3 reports the increment in glucose content for the different sonication times, due to
the increase of cellulose exposition as final aim of this pretreatment. 30 and 90 minutes
pretreatment times showed a small increase in xylose, however at 60 minutes xylose
decreased; this type of behavior was also observed for hemicellulose, confirming the
directly proportional relationship between xylose and hemicellulose. The insignificant
change in arabinose and acetic acid values indicates that the sonication had a neglectable
effect on these compounds.
2. Physochemical treatment and characterization of Furcraea andina 63
Table 2.3. Carbohydrates present in raw and pretreated fique fiber 13
Molecule mg/mL
Raw M30 M60 M90
Glucose 0.212 0.249 0.222 0.228
Xylose 0.073 0.084 0.070 0.079
Arabinose 0.058 0.058 0.058 0.058
During the sonication treatment, energy is transferred to the cellulose chains by cavitation,
gradually disintegrated hydrogen bonds. However, the complexity of the fique fibers
multilayer structure limits the impact of the pretreatment mainly to lignin [21] and
hemicellulose [22], thereby increasing the exposure of cellulose and the porosity of the
fiber due to the division of fibrils on the longitudinal axis [23] and creating around the
cellulose structure repulsion forces keeping microfibrils from aggregation [6].
Based on the results obtained during the pretreatment of raw fiber, the M60 pretreatment
was selected and samples exposed to this treatment are the ones used in the process of
functionalization .
Fiber functionalization
Surface characterization
Figure 2.2 shows the pH curve used to determinate the pHzpc of the raw and pretreated
fique fibers. The raw fiber (blue dots) presents an intercept with the zero value of the
abscisa at 5.32 indicating an acid behavior most probably due to the presence of different
ionizable
functional groups such as carboxylic, phenolic, alcoholics and hemiacetal groups [24],
contained in the macromolecules of hemicellulose, lignin and cellulose.
64 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 2.2. pHzpc for the fiber according to treatment 8
For the fiber pretreated by ultrasound (M60) (orange dots), the pHzpc decreased to 4.18,
indicating that pretreatment makes the fiber more acidic by the partial removal of lignin and
hemicellulose, exposing more acidic functional groups on the surface of the fiber, feature
which is characteristic of cellulose. This result is an indication of the positive effect of the
pretreatment on the fiber surface, depending on the method used in the synthesis of
nanoparticles these activated groups serve as nucleation sites for the formation of
nanoparticles. The functionalization process increased the pHzpc of the pretreated fiber to
8.23 (gray dots), indicating that the adsorption of cations on the surface of the pretreated
fiber was achieved satisfactorily, fulfilling the purpose of functionalizing the fiber,
increasing the number of positive charges on the fiber surface and creating the conditions
for an appropiated functionalization process.
In Figure 2.2 the raw, pretreated and functionalized fiber, at pH equal to 2 have a similar
behavior attributed to the presence of carboxyl groups content of cellulose and their
degree of dissociation. About 90% of the cellulose carboxyl groups are dissociated at pH
5, at higher pH values the degree of carboxyl groups dissociation is even higher, but the
dissociation degree as a function of pH does not follow the theoretical curve, particularly,
at pH = 2, cellulose fibers become neutral. Therefore, the cationic retention depends on
the pH [25].
The quantification of acidic and basic sites by the titration method Boehm [10] (Table 2.4)
fit very well with the results obtained in the zero point charge characterization. There is an
increase in the acid sites when the raw fiber is pretreated which has been reported to be
-6
-4
-2
0
2
4
6
8
0 1 2 3 4 5 6 7 8 9 10
∆pH
pHi
Raw
Pretreated
Functionalized
2. Physochemical treatment and characterization of Furcraea andina 65
related to a greater presence of carboxylic, cyclic anhydrides, lactones, and phenolic
hydroxyl groups [26].
The surface sites were calculated in miliequivalents of titrant solution using equation (1).
Consequently, the difference between initial moles of HCl and moles of HCl consumed by
NaOH titration represents the amount of acidic sites on fique fiber and the difference
between initial moles of NaOH and moles of NaOH consumed by HCl titration represents
the amount of basic sites on fique fiber, as expressed in equation (1) [27]:
𝑆𝑖𝑡𝑒𝑠 = 𝑉𝑡𝑖𝑡𝑟𝑎𝑛𝑡𝐶𝑡𝑖𝑡𝑟𝑎𝑛𝑡 − 𝑉𝑎𝑛𝑎𝑙𝑦𝑡𝑒𝐶𝑎𝑛𝑎𝑙𝑦𝑡𝑒
𝑆𝑎𝑚𝑝𝑙𝑒 𝑤𝑒𝑖𝑔ℎ𝑡 Eq (1)
Where Ctritant, Vtritant and Canalyte, Vanalyte are the concentration and volume of the titrant and
analyte solution, the sample weight represents the dry weight of fique fiber before the
procedure (raw, pretreated or functionalized) subjected to the titration.
Table 2.4. Results of the acidic and basic sites in the fique fiber in different stages of analysis 14
Sites meq/g
Raw Pretreated Functionalized
Acids 0.700 ± 0.141 0.750 ± 0.035 0.100 ± 0.071
Basics 0.050 ± 0.000 0.075 ± 0.035 0.775 ± 0.035
The surface of functionalized fiber has an increase in the basic character, with an increase
in the number of basic sites and a minimum amount of acid sites.
Figure 2.3. FTIR - ATR spectrum of raw fique fiber, pretreated (M30, M60, M90) and
functionalized (MC1, MC2, MC3) between 4000 and 600 cm-19
650100013501700205024002750310034503800
Tra
ns
mit
tan
ce
(
u.a
)
Wavenumber (cm-1)
Raw M30 M60 M90 MC1 MC2 MC3
66 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 2.3 presents the FTIR – ATR spectrum of the raw, pretreated and funtionalized
fibers. The spectrums show a significant change in the region between 3600 and 3200 cm-
1 where the OH groups are identified; also there is a noticeable decrease in the intensity of
the signals in the region between 1800 and 1500 cm–1, which is usually regarded as an
indication of water loss in the fiber and the disappearance of C=O chemical bonds [28].
The differences observed in the spectra located in a region of 2920 to 2850 cm-1, are
related with the functional group CH2, present in the general chemical formula of
monosaccharides like glucose, in this way it is evident that with the application of
pretreatments as sonication and functionalization increases the number of exposed
glucose, since they are the monomers constituents of cellulose [4]. The reduction in the
intensity of the peaks located between 1780 and 1640 cm-1 correspond to samples that
were exposed to longer pretreatment times and are related to an increase in the number of
carbonyl functional groups (C = O) present as aldohexoses (cellulose) [13].
An important peak to observe is located at 898 cm-1 where evidences of the C-O-C groups
are obseved (related to glycosidic bond β-(1→4)), this groups are the ones that interact
with Na+ during functionalization, a reduction in this peak means that the funtional group is
establishing a strong interaction with the absorbed Na+ ion [3].
Futher evidences of the presence of Na+ species on the surface of the funtionalized fiber
was obtainde by EDS analysis. Figure 2.4 presents the EDS profiles of raw, pretreated
and functionalized fibers.
The EDS Spectroscopy for raw and pretreated fibers shows large carbon and oxygen
peaks as expected for an organic material and consistent with previous reports [4].
However, the spectrum corresponding to functionalized fique fiber, additionally to the large
carbon and oxygen peaks, also shows a strong signal for Na+, related to the ion exchange
process that took place when the tretaed fiber was exposed to the cationic agent (NaOH)
used in the functionalization process, indicading a suscessfull functionalization process.
2. Physochemical treatment and characterization of Furcraea andina 67
Figure 2.4. EDS profile of raw, pretreated and functionalized fique fibers 10
The spectrum of Figure 2.4. Evidence of the presence of other elements such as calcium
(Ca) and magnesium (Mg) in the raw fiber, which according to Peinado et al.[4], in a
characterization previously reported values of 0.96% and 9.4 ppm, respectively. Due to
the effect that ultrasound had on the increase of cellulose exposure of some elements that
were internally of the fiber such as magnesium (Mg) and calcium (Ca) increasses the
intensity, other peaks of elements such as silicon (Si) appeared, which are reported by
Peinado et al.[4], like trace values.
Structural characterization
Figure 2.5. XRD of raw and pretreated fiber (30, 60 and 90 minutes of sonication) 11
0 0,5 1 1,5 2 2,5 3 3,5 4keV
Raw
Pretreated
Functionalized
0
500
1000
1500
2000
2500
10 13 16 19 22 25 28 31 34 37 40
Inte
nsity a
.u.
2 tetha
Raw
M30
M60
M90
Cl
C O
Na
Mg
Ca
Si
Cl
68 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 2.6. XRD of raw and functionalized fiber (1, 2 and 3 hours of functionalization) 12
Figures 2.5 and 2.6 present the XRD profiles for raw, pretreated and functionalized fibers.
These results are consistent with cellulose’s diffractograms reporting characteristic broad
peaks, the main one centered around 22.6°, which are due to the polycrystalline cellulose
character. Peak around 16° is associated with amorphous cellulose (Iam: minimum intensity
between the peaks of the planes 200 and 110); while the peak of 22.6° is associated with
crystalline cellulose (I200) [29].
The 4 crystalline allomorphs cellulose fique analyzed present the type I (natural and
thermodynamically metastable cellulose [37]); this allomorph is a mixture of two different
crystal lattices, which change depending on the source of cellulose, plants as fique
evidence monoclinic network (Iβ), which has the planes (200), (110) and (110) [30].
Both Figures 2.5 and 2.6 allow to calculate the crystallinity index (CI), which is a
quantification of the percentage of crystalline cellulose in the sample; the results are
summarized in Table 2.5. Crystallinity index (CI) was calculated using equation (2) as the
ratio of the peak heights of I2 0 0 and the minimum intensity of Iam:
𝐶𝑖(%) = (1 − 𝐼𝑎𝑚
𝐼200) × 100 𝐸𝑞 (2)
Table 2.5. Crystallinity index for raw, pretreated and functionalized fique fiber 15
IC (%)
Raw Pretreated Functionalized
MC M30 M60 M90 MC1 MC2 MC3
50.30 44.62 49.89 48.49 50.33 36.33 55.11
Table 2.5 shows that the pretreatment effect on cellulose crystalinity is small for any of the
pretreatment times of exposure (30, 60 and 90 minutes). Seems like 30 minutes treatment
0
500
1000
1500
2000
2500
10 13 16 19 22 25 28 31 34 37 40
Inte
nsity a
.u
2 tetha
M60
MC1
MC2
MC3
2. Physochemical treatment and characterization of Furcraea andina 69
is the one that has the major effect, but the crystalinity reduction is only in the order of 6%.
In average, the change in crystallinity was only in the order of 2% for the 3 treatments,
impliying a sligthly decrease in the amount of amorphous cellulose, which coincides with
the results reported by other authors who performed similar pretreatment processes [1, 31,
32].
These result sugested that pretreatments produce no major changes in the cellulose
structure, keeping the cellulose steric hindrance to the attack of reagents [29]. However, in
Figure 2.6 for the two-hour functionalization time (MC2), a peak shifting at 22° was seen,
the interplanar distance of the samples M60, MC1, MC2 and MC3 were calculated using
Bragg’s Law, obtaining values of 3.96, 3.95, 3.93 and 3.94Å, respectively. Confirming that
the displacement is not related to possible tensions in the crystalline structure of the
cellulose.
On the other hand, funtionalization has a major impact on the crystallinity only after 3
hours. since M60 sample was used as starting material for the functionalization process
(49.89 of crystallinity index), it is evident that after 1 hour of functionalization there was not
effect on the crystallinity of the samples. After 2 hours there was an important reduction to
a CI= 36.33 and after 3 hours an increase to CI=55.11. Taking in account that the
functionalization process is essentially of chemical nature, exposing the fibers to chemicals
such as HCl and NaOH, the CI will be dependent of the reaction rates to which each
compound of the fiber interacts with the chemical species of the functionalization
chemicals. The crystalline cellulose exposed during the ultrasound treatment is rapidly
attack by the surrounded functionalization chemicals and therefore initially there is a
reduction on the CI. However upon the time, the chemicals also attack lignin and
hemicellulose reducing their amount, exposing more cellulose and improving the
crystallinity index [30]. Increasing the amount of crystalline celulose is benificial because
this makes the fiber more accesible and susceptible to be used in specific surface
chemical reactions [33-36].
As shown in Table 2.5, after 3 hours functionalization process produce the highest
percentage of crystallinity index, cause by the realignment of cellulose molecules, this kind
of result have also reported elsewhere [37, 38].
70 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Average crystallite size in the cellulose was calculated from XRD data using Scherrer’s
equation [20, 34, 37] (equation (3) ). Based on the line broadening effect at the full width
half maximum (FWHM) of the (002) peak.
𝐷 = 𝑘𝜆
𝛽 𝐶𝑜𝑠 𝜃 𝐸𝑞 (3)
Where D is the average crystallite size, k is Scherrer constant, λ is wavelength of X-ray, β
is the FWHM and θ is diffraction angle. Results are in Table 2.6.
Table 2.6. Calculated average crystallite size for raw, pretreated and functionalized fique
fiber 16
Average crystal size
(nm)
Raw Pretreated Functionalized
MC M30 M60 M90 MC1 MC2 MC3
11.81 28.2 9.18 5.92 28.21 20.68 5.08
Previous reports have demonstrated for the same peak (002) crystal size in the cellulose
calculated by this method, are around 5 to 6, 140 and 5 to 6.2nm, respectively [20, 39, 40],
average crystallite size was 28.2, 9.18 and 5.92 nm for 30, 60 and 90 minutes
pretreatment, respectively (Table 2.6). The reduction in the crystal size seems to be
related to sonication time, accordingly to the fiber degradation mechanism. During the
pretreatment, the reduction in the amount of hemicellulose and ligning exposes the
cellulose to a stronger effect of sonication, affecting the cellulose structure and size [41],
it has been observed that as a function of sonication time the fiber could be more uniform
but at the same time the damage in the crystalline cellulose increase [30].
In the functionalization stage, the crystallite size of cellulose decrease to a final size of
5.08 nm, meanly because the chemical treatment remove amorphous material from the
fiber [30]. The size of nanoparticles supported on the fiber can be affected by the amount
of amorphous cellulose present in the fiber [30], Ciolacu and collaborators reported a
similar crystallite size, between 4 to 7 nm, for other natural cellulose material pretreated
under similar conditios [29].
Morphological and textural characterization
SEM micrographs show the surface of a raw fique fiber covered of scale like structures
tidily packed and rectangular in shape, each with an average length of 80 and 25 μm of
width (Figure 2.7a). The presence of clusters and aggregates as the observed in Figure
2. Physochemical treatment and characterization of Furcraea andina 71
2.7b and 2.7c are usually associated with wastes from the sheet defibration process. Also
some sort of spherical capsules are observed (Figure 2.7d), each with an approximate size
of 1μm, which have been tipically attributed to the presence of Streptococcus bacteria [42].
Figure 2.7. SEM micrographs of the raw fiber, a) 250X, b) 500X, c) 2000X, d) 5000X 13
On the other hand, the micrographs of sonicated fibers show that the pretreatment has
minor impact on the fique structure (Figure 2.8a), but reduces the roughness of the scales
in comparison to the raw fiber (Figure 2.8b), confirming the positive effect of pretreatment.
This decrease in the roughness surface is associated with the removal of lignin and
hemicellulose. Similarly, it’s clear the elimination of aggregate particles and the presence
of bacteria, making the fique fiber pretreated surface much more homogeneous and clean
(Figure 2.8c and 2.8d).
a
a
b
b
c
c
d
d
72 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 2.8. SEM of the pretreated fiber M60, a) 100X, b) 500X, c) 1000X, d) 5000X 14
Figure 2.9. SEM of functionalized fiber MC30, a) 100X, b) 300X, c) 1000X, d) 5000X 15
The functionalized fique surface becomes more uniformn and further shows the total
elimination of agglomerated particles and the disappearance of scales (Figure 2.9), which
confirms that the amount of cellulose exposed increased as a result of the reduction in
lignin and hemicellulose after the process of surface functionalization, similar to that
reported previously by Chen et al,[15].
a
a
b
b
c
c
d
d
a
a
b
b
c
c
d
d
2. Physochemical treatment and characterization of Furcraea andina 73
Table 2.7 present the results for the total surface area inraw, pretreated and functionalized
fibers, obtained using the BET method from N2 isotherms. The value of the surface area
for the raw fiber is low, as is common in this type of materials, however the treatment
seems to have an impact in the development of surface area, probably due the disrruption
created in the fiber during the proccess ( for samples M30, M60 and M90), being the M60
the treatment conditions that creates the highest surface area.
The effect of the functionalization process on the surface area is minimal. M60 sample was
used as starting material for the functionalization process (3.24 m2/g), it is evident that no
major changes in the surface area of the fiber was observed, indenpendly of the time of
exposure to the funtionalization process. In Annex 1, the isotherms obtained for the data
reported in Table 2.7 are found.
Table 2.7. BET surface area of raw, pretreated and functionalized fibers17
Thermal characterization
All the fiber analyzed by TGA presented an approximate 10% mass loss between 30 to
100°C mainly due to evaporation of moisture present in the fibers (Figure 2.10). After
100oC the raw and pretreated fibers (M30, M60 and M90) follow almost overlapping TGA
profiles presenting two major mass loss sections starting at aprox. 260oC (distinguishable
by an intermedia inflection around 310oC). This first section has an approximate 18%
weight loss related to hemicellulose degradation [41]. The second between 310 and 370°C
with an approximate 40% weight loss is generally attributed to cellulose pyrolysis [43] and
beyond 370°C almost all cellulose is expected to be pyrolyzed with some remainig material
frequently related to lignin. Since lignin decomposition have been reported to happen
slowly under a wide range of temperature (from 20 up to 900oC) [41].
Sample BET surface area (m2/g)
Raw 0.77
M30 1.76
M60 3.24
M90 2.48
MC1 3.08
MC2 3.16
MC3 3.18
74 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
The functionalized fibers (MC1, MC2 and MC3) also present matching TGA profiles having
the same initial water loss showed by the other fibers and also presented almost
overlapping TGA profiles between them. However, on the contrary to the behaviour
observed for the raw and pretreated samples, the functionalized samples show only one
major mass loss starting and ending at aprox. 248 and 348oC. Both, the presence of only
one major mass loss and the tempearture shiffting of this mass loss to lower temperature
indicates that the functionalization process also modify the structure and composition
distribution of the fiber (also observed in the other characterization techniques evaluated),
creating a condition in which the hemicelluose degradation process and the cellulose
pyrolisis convolute in just one undistinguishable process (at least at the evaluated
conditions) [43, 44].
Figure 2.10. TGA for raw, pretreated and functionalized fiber 16
Conclusions
The effect of ultrasound pretreatment and cationization of fique fiber was studied.
Beneficial effects on the physicochemical properties of the fiber were found for 60 min of
ultrasound pretreatment, increasing cellulose content from 36.33 to 41.42%, while the
content of lignin and hemicellulose was reduced from 22.58 to 13.94% and 28.15 to
22.21%.
0
10
20
30
40
50
60
70
80
90
100
30 80 130 180 230 280 330 380 430 480 530 580
% W
eig
ht
T (°C)
Raw
M30
M60
M90
MC1
MC2
MC3
2. Physochemical treatment and characterization of Furcraea andina 75
XRD confirms that after pretreatment and functionalization there are important amount of
crystalline cellulose exposed, after 3 hours of functionalization the CI increased. It was
corroborated by EDS and FT-IR analysis, that the functionalization proccess also
incorporated Na+ species on the fiber surface, specially the largest impact of the
functionalization process was reached after 3 hours of treatment, sugesting the formation
of a coordination bond between Na+ ions and the fiber surface carboxylic groups.
SEM pictures showed that both pretreatment and functionalization processes have effect
of the surface morphology of the fiber, producing smoother surfaces than the original raw
fiber. In terms of the textural properties, the pretreatment has a beneficial impact,
increasing the BET surface area. On the contrary, the functionalization process has not
impact on the BET area of the fibers. Thermal characterization shows the typical behaviour
of lignocellulosic material.
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3. Impregnation of iron compounds on natural and modified fique fiber 79
Chapter 3. Impregnation of iron compounds
on natural and modified fique fiber
Abstract:
A detailed study of the materials synthesized by the impregnation of iron compounds on
the surface of natural and modified fique fiber prepared in previous works was performed.
Wet impregnation in a contact time range of 1 to 5 days was evaluated in order to assess
the amount of iron compounds deposited as a function of time. The amount of adsorbed
species was determined by atomic absorption spectroscopy (AAS) and X-ray spectroscopy
(XRF). X-ray diffraction (XRD) and Fourier Transformed Infrared spectroscopy (FTIR) were
used to determine crystallography, crystallite size and chemical interaction of the iron
supported species on the fiber surface. Morphological and textural effects of the
impregnation in the fiber were determined via SEM and N2 isotherms. Other properties
such as pHzpc, acidic and basic sites and mechanical performance were determined. The
obtained results allow to conclude that the chemical functionalization of the fiber plays an
important role on the impregnation process, generating high loading density and highly
dispersed superficial nanoparticles. XRD and XRF, were used to detect the identity and
quantity of elements and compounds that are present in the sample, in this way providing
evidence of Fe2O3 (hematite) and α-Fe0 formation, also revealing that under the
impregnating conditions there is not complete evolution of the crystalline structures. No
major changes in pHzpc values of the functionalized fiber were observed, neither on the
BET surface areas calculated from N2 isotherms. SEM pictures of the impregnated
functionalized fiber revealed areas with substantial aggregation of nanoparticle and areas
where they are finely dispersed. Mechanical characterization shows that the impregnated
fibers have lower values in the tensile strength and effort to fracture, but higher values for
the Young's modulus.
Keywords: Furcraea andina, iron nanoparticles, impregnation, reduction, catalyst.
80 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Introduction
Environmental contamination and particularly water pollution is one of the most important
global problems as a result of population increase, industrial development and limited
resource availability. This context demands solutions involving sustainable criteria, based
on the development of processes capable of combining technical efficiency, cost and
environmental effect reduction. Leading technologies to address this issues are based on
catalytic processes, particularly in the case of water treatment [1].
Currently the most widely used treatments are the combination of physical, chemical
and/or biological processes that manage to eliminate or substantially reduce water
pollution [2]. Industrial effluents have sometimes certain compounds that make it
particularly difficult to remove by conventional treatments, for example azo dyes and heavy
metals.
Biological processes are sensitive to toxic and recalcitrant compounds, while other
process as adsorption have high costs associated with the management of toxic waste. As
an alternative, catalytic processes provide effective treatment alternatives to complex
polluted effluents. Their decontamination mechanism are based on the catalytic
oxidation/reduction of organic matter employing iron, titanium, copper, manganese or
chromium catalysts [3-6].
Current efforts are center into developing new catalysts to make better use of raw
materials, reducing at the same time the amount of subproducts. Authors such as Corma
et al.[7], Ramirez et al.[8], and Chacon et al. [5], have developed catalysts based on
bogsita (zeolite), saponite (clay) and a biocomposite (nanostructured MnO2 and fique
fibers), respectively, catalysts with applications in wastewater remediation.
Additionally, nanotechnology has provided novel and efficient solutions to environmental
problems, specifically iron nanoparticles have demonstrated exceptional adsorption and
catalytic properties, due to fact that iron species are easily oxidized by organometallic
pollutants, amines and phenols [9].
In previous works, a cellulose matrix obtained from fique fiber was physical and chemically
modified as a means to provide enhanced characteristics as a catalytic support; in order to
take advantage of these enhanced properties a suitable procedure of loading the catalytic
active phase (iron compounds, in this particular case) must be developed. Supported
3. Impregnation of iron compounds on natural and modified fique fiber 81
catalysts can be synthesized by different techniques depending on the characteristics of
the support material and the active phase to be supported. Procedures such as
precipitation and co-precipitation, are very useful in cases in which the active phase is
formed by precipitation from a precursor salt in solution. Co-precipitation is used in those
cases in which the active phase of the catalyst is composed of more than one component,
so that simultaneous precipitation occurs [10].
Impregnation is a technique used to produce supported catalysts that involves the intimate
contact of the solid support with a liquid containing the active elements (impregnating
solution) of the future catalyst; the amount of impregnating solution used may be slightly in
excess to the amount necessary to cover the support and is denominate wet impregnation
[11, 12]. Wet impregnation has greater application in cases in which chemical interaction
between the support and the impregnating solution are expected [10]. Impregnation is not
an exclusive mechanism, ie, other parallel processes can occur such as competitive
adsorption or selective deposition and ion exchange, among others [12]. Both chemical
adsorption and ion exchange, are mechanisms that involve chemical interaction at the
surface level of the active phase and the support, generally by covalent type functional
groups [13]. In particular, the anionic exchange allows to controllably impregnate a metal
from an aqueous solution on a catalyst support functionalized surface. Catalysts prepared
by impregnation are characterized by high activity, homogeneous shape, size and
dispersion, due to depending the precursor/reducing agent relation.
Materials and methods:
Catalyst Preparation
Raw, pretreated (M60) and functionalized (MC3) fique fiber were used as support for the
aqueous impregnation of iron species. A solution of Iron chloride (Merck, Darmstadt,
Germany) and deionized water (0.45 μS/cm, Milli-Q®), were used to prepare the
impregnation solutions. In situ synthesis was performed using FeCl3 as precursor, being a
precursor that doesn’t require heat treatment in the process of synthesis, then it doesn’t
affect the physicochemical properties of the support. Likewise, it is an economic precursor
and extremely soluble in water, allowing the Fe+3 ions to interact with the electrostatic
character of the support, increasing the number of anchored species [17].
82 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
The support was submerged in 50mL of a FeCl3 58mM solution varying the impregnation
time for 1, 2, 3, 4 and 5 days. Samples of the impregnated material were taken at the end
of each day, removed from the impregnating solution and washed three times with
deionized water to remove loosely bound particles and leftover species from the
functionalization and impregnation process[14]. Then, the wet impregnated fibers were
immersed in a 1M NaBH4 solution (Merck Millipore®) during 10 minutes to provide
reductive conditions, keeping the molar ratio 2:1 (BH4ˉ / Fe+3) [15]. According to the
following reaction:
2𝐹𝑒𝐶𝑙3 + 6𝑁𝑎𝐵𝐻4 + 18𝐻2𝑂 → 2𝐹𝑒0 + 6𝑁𝑎𝐶𝑙 + 6𝐵(𝑂𝐻)3 + 21𝐻2 Eq (1)
Then the reduced fibers were rinsed with abundant deionized water. Finally, the catalyst
was dried at room temperature overnight [16]. It is important to highlight that even up to
the fourth day of impregnation there was enough impregnating solution to cover the whole
support material.
The mechanism of formation in solutions by reducing Fe+3 ions is performed in two stages:
nucleation and growth. Nucleation represents the first stage during a crystallization
process, it can be defined as the process by which building blocks (metallic atoms in the
synthesis of metal nanomaterials) arrange themselves according to their crystalline
structure to form a site upon which additional building blocks can deposit over and
undergo subsequent growth. Properties of nanoparticles as size and shape are function of
the reaction rate, which at the same time is controlled by parameters such as
concentration, temperature, pHzpc, pH, reductive power, solubility and nature of metal ion
[18,20]. A general mechanism of iron nanoparticle formation is shown in Figure 3.1 [19].
Figure 3.1. Mechanism of formation of iron nanoparticles [19] 17
3. Impregnation of iron compounds on natural and modified fique fiber 83
Characterization
The iron content of the catalysts after impregnation was determine by means of flame
atomic absorption spectrometry (FAAS) using the injection method. Before the performing
the atomic absorption the samples underwent a digestion procedure following the EPA
Method 3050B: Acid Digestion of Sediments, Sludge, and Soil [21]. Then, the material
obtained from the digestion procedure was analyzed in a Hitachi z-8000 atomic absorption
spectrometer equipped with an atomizer with air/acetylene burner used for the
determination of elemental iron. The wavelength used for the determination of the analyte
was: Fe 248.3nm. The content of iron and other element was also followed by X-ray
fluorescence spectroscopy (XRF), on pressed 36 mm in diameter tablets molded on a
hydraulic press at 120 kN per minute, using a MagixPro PW – 2440 Philips spectrometer
equipped with a tube Rhodium and maximum power of 4kW. The semiquantitative analysis
was performed with the IQ software, after 11 sweeps of X-ray fluorescence.
pH of zero point charge (pHzpc) was estimated using the pH drift method [22]. For this
purpose, 50 mL solutions of KNO3 (1% vol.) were adjusted to initial pH values between 2
and 10 with solutions of NaOH 0.1M or HCl 0.1M. Then, 0.1g of catalyst was added into
this solution, after 24 hours the final pH of the solution was determinate. Acid and basic
sites of the fibers were determined using Boehm titration method [23], the titrants solutions
were 0.1 M NaOH or HCl according to the case, the data were reported as meq of titration
solution/g.
An XPERT-PRO MPD diffractometer with monochromator of graphite crystal was used to
characterize the crystalline structure of the materials. Cu Kα radiation at wavelength of
1.54Å were used as X-rays source and were recorded over 2 theta range of 5º– 85º.
Experimental data was analyzed using PANalytical X'Pert HighScore Plus database.
Crystalline size of identified structures was calculated using Scherrer equation.
Morphological characterization was performed using a Zeiss Neon 40 Scanning
Electronmicroscope (SEM) operating between 2 to 20kV, functioning at an average 5 mm
working distance, on previously thin film Pt coated samples (1 to 3nm thick). Total surface
area was measured by the adsorption of nitrogen (N2) at 77K, using a Quantachrome
NOVA e-Series surface area analyzer. N2 isotherms were performed on samples degased
at 80oC for 8 hr; the calculation of the total superficial area was done using the BET
method [23].
84 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Infrared spectra of the catalyst were collected on a FT-IR spectrometer (Nicolete iS 10
(Thermo Fisher Scientific)) in the range of 400 to 4000cm-1 with a resolution of 4cm-1,
using a diamond crystal ATR (PIKE) accessory.
DLS experiments were done in a Malvern Zetasizer Nano Range equipment using 1000μL
of the lixiviated solution of nanoparticles; measurements were taken by triplicate at 25°C,
54.2kcps count rate and for 50s of scanning time.
The mechanical performance of the materials was determinate using a tensile testing
machine (Shimadzu AG-IS) with a 50N cell load. Experiments were performed with a cross
head speed of 3mm/min at room temperature (18°C) and a relative humidity of 54.6%. The
results were averaged over six measurements, the statistical analysis of the data each
sample excludes outliers, employing software Matlab®.
Results and discussion
Impregnation process
The initial observation surveyed during the impregnation process, regardless of effect of
the impregnation time, was a dramatic change of the fiber color from yellow (Figure 3.2a)
to coppery brown (Figure 3.2b), this change in coloration have been frequently related to
the chemical state and particle size of the impregnated particles. In the particular case of
nanoparticles, some authors have shown that nanoparticles in solution [20,21,24] and
anchored to supports such as cotton fibers and cellulose [5,14] show color variations due
to changes in the properties of the surface plasmon resonance of the material [22,23].
Figure 3.2. Color change on impregnated fibers. a) Before impregnation (functionalized
stage) b) After impregnation 18
a
a
b
b
3. Impregnation of iron compounds on natural and modified fique fiber 85
Although the change of the fiber color was a primary indication of the effect of the
impregnation process on the surface, it was necessary to corroborate the amount and
chemical condition of the impregnated species on the fiber surface. Consequently the
amount of Fe species supported after impregnation on the raw, pretreated and
functionalized fique fiber was measured using FAAS following the procedure describe in
the experimental section and the results are presented in Figure 3.3.
Independently of the initial stage of the fiber before the impregnation (raw, pretreated or
functionalized) the three materials presented a fast increase in the amount of Fe supported
in the first day of impregnation, after the first day, all the materials presented a tendency of
stabilization of the amount of iron species supported.
Although, this behavior is shared for the three materials, there is an important difference
between the net amount of Fe species supported, meanwhile the raw and pretreated
sample at the end of the first day have a Fe species loading of 5.5wt %, the functionalized
fiber reached a value in the order of 10.9% after 1 day of impregnation, implying that the
functionalization treatment has an beneficial effect on the impregnation of Fe species on
the fiber surface. After 5 days of impregnation the final Fe species loading values obtained
were 6.6, 11.7 and 14.9wt% for the raw, pretreated and functionalized fibers, respectively.
Figure 3.3. Amount of Fe species impregnated on raw, pretreated and functionalized fiber
as a function of impregnation days 19
0%
2%
4%
6%
8%
10%
12%
14%
16%
18%
0 1 2 3 4 5
Fe
im
pre
gn
ate
d (
wt.
%)
Impregnation (Days)
Raw Preteated Catalyst
86 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
The results observed in Figure 3.3 determined by FAAS, highlighted the importance of the
functionalization process and the proper chemical configuration of the fiber surface to
interact with the ions contained in the impregnation solution; the initial raw fiber is
schematically presented in Figure 3.4a, once the fiber is cationized during the
functionalization process, positive charged Na+ species populate the fiber surface (Figure
3.4b), these Na+ ions interact with Fe species in the precursor solution leading to the
deposition of Fe+3 ions on the fiber surface via ion exchange, generating NaCl in solution;
a final reduction step with NaBH4 (reducing agent) is implemented with the aim of
maintaining the reduced state of the Fe species at least during the deposition of the Fe on
the fiber surface, although this reduction step does ensure the final oxidation state of the
impregnated species due to the fact that this final reduction state of the iron aggregates
particles is also depending of their interaction with the surface, environmental conditions,
among others [29].
Figure 3.4. Chemical synthesis of nanoparticles by the impregnation method (Adapted from [5]) 20
XRF was also used to verify the amount of iron species impregnated on raw and
functionalized fiber after the first day of impregnation, expresses as oxide. The results
presented in Table 3.1, confirms an important increment in the Fe related compounds (due
to the impregnation); some Na and Cl related compounds are also present, which are
leftover from the acid digestion (HCl) and the subsequent cationization (NaOH) stages of
the functionalization process. Other compounds of Si, S and Al are present in the natural
fiber and had small changes in the composition of the fiber before and after impregnation.
The functionalization of fique fiber has an appreciable effect on iron deposition as a result
of chemical bond formation between the iron nanoparticles and the sodic active groups
3. Impregnation of iron compounds on natural and modified fique fiber 87
attached to the surface during the functionalization. In the case of the raw and pretreated
fiber, impregnated iron is lightly attached to the fiber surface as a consequence of weak
interactions (mainly Van der Waals type forces). However, comparing the amount of final
iron presented in the pretreated and raw fiber, is it clear that the ultrasound pretreatment
also have some and effect on the capability of the fiber to support iron, predominantly due
to the cellulose exposing effect that the ultrasound treatment has on the fibers, which is
also reflected in the increase of surface area observed in the fiber after the treatment;
besides the observed increment in the surface area this type of ultrasound pretreatment
has been also reported to increase the number of hydroxyl groups available for further
functionalization or chemical interaction to absorbing species [30].
Table 3.1. XRF analysis of raw fique fiber and catalyst with 1 day of impregnation 18
Element and/or
compound
Raw fiber
(wt%)
1 day of
impregnation (wt%)
Fe2O3 0.097 7.033
Na2O 0.022 2.919
Cl 0.027 0.279
SiO2 0.100 0.133
Al2O3 0.012 0.031
On the other hand, on the surface of the functionalized fiber the process of deposition is
mainly driven by an electrostatic environment created by the –CH2O-Na+ groups formed on
the surface during the functionalization process, the interaction of this group via ion
exchanges creates a strong anchoring effect on the impregnated nanoparticles and the
surface fiber through chemical bonds, the attractive forces of this mechanisms have been
described to be normal to the surface of the support [16,31]. This chemisorption process
creates real irreversible chemical bonds that do not occur homogeneously throughout the
support, but only in some active sites [32]. Also, chemical interactions take advantage of
oxygenated groups (such as hydroxyl and ether) typical of cellulosic surfaces, allowing the
anchoring of ferric ion to the cellulose fibers by ion-dipole interactions that stabilized the
nanoparticles, producing high dispersion of the active phase and assisting the formation of
iron nanoparticles on the surface of the support. It would be foreseeable that on the initial
days there is concurrent contribution of the chemical driven and of the physical driven
impregnation mechanisms, however as the amount of surface chemical active site
available is limited, it is expected that is contribution will decay upon time.
88 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
During the second day of impregnation on the functionalized fiber there was an increment
in the percentage of iron impregnated, this increment could be the result of the interaction
of the remaining available –CH2O-Na+ groups on the surface that did not readily interacted
with the Fe+3 in the impregnating solution. The physisorption mechanism has a contribution
on the amount of Fe+3 impregnated on the fiber or even on top of already impregnated
Fe+3, leading to the formation of "clusters" or new larger aggregations on the fiber surface
[5,33].
After the second day, it seems that the impregnation process is reaching an equilibrium
stage and on the subsequent days the amount of deposited iron did not significantly
change. As the available chemical active sites of functionalized fiber being covered by
impregnated species decrease as function of time meanwhile the physical impregnation
could be still happening in the available uncovered surface area or even on top of already
impregnated species (creating bigger particles or aggregates), it is expected that most of
the particles adsorbed during the final days are only physisorbed and therefore weakly
absorbed when compared to the chemisorbed ones [16]. A secondary effect of the
aggregation of particles is the reduction of the effective surface area of the particles
available for reaction [15] and generating saturation of Fe+3 ions in the active sites on the
surface of fique that can leach later on.
Few literature is available on the deposition of iron compounds on fique fiber, however
comparable procedures of the impregnation of MnCl2 solutions have been reported by
Chacón et al. [5], they reported a final amount of manganese impregnated compounds in
the order of 1 and 1.84wt %, lower than the final amount obtained for the present study.
3. Impregnation of iron compounds on natural and modified fique fiber 89
Figure 3.5. XRD diffractogram profiles of functionalized fiber after 1, 2 and 3 days of impregnation.21
In order to establish the reduction/oxidation state of the formed particles after
impregnation, XRD profiles of selected samples were obtained. Figure 3.5 shows the
evolution on the crystallization and chemical species of the impregnated material during
the three initial days of impregnation for the functionalized fiber, there are not significant
differences in the profile observed, all of them clearly show cellulosic related peaks
(located at 2theta of 16 and 22o), a small broad peak centered around 34° related to the
Fe2O3 structure (specifically corresponding to hematite) and a tiny peak around 81.2o
which coincides with the secondary (211) plane of α-Fe0, however the main (100) peak of
the α-Fe0 structures is not observed at 44.67o [34]. The size and the shape of the iron
related peaks on the XRD profiles does not have major changes from day 1 to day 3,
supporting the observation that the main impregnation process probably happens in the
initial days of impregnation. An additional information that can be extracted from the XRD
profile is the crystal size using the Scherrer equation, due to the presence of broad peak
(characteristic of nanoparticles); the average size calculate for the Fe2O3 34° peak was
28.2nm.
The fact that only the main peak of hematite (lacking some secondary peaks) and that only
a secondary peak for the α-Fe0 are observed indicates that under the impregnating
conditions there is not a complete evolution of the crystalline structures. It is well
established that a complete crystallization of the γ -Fe2O3 (maghemite) and the α-Fe2O3
(hematite) phases occurs at temperatures around 300 and 350°C, respectively. The
5 8 11 14 17 20 23 26 29 32 35 38 41 44 47 50 53 56 59 62 65 68 71 74 77 80 83
Inte
nsity a
.u.
2 tetha
Day 1
Day 2
Day 3
90 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
transition from the maghemite to the hematite occurs at 500°C [33-35]. In the context of
this study a post treatment of the impregnated fibers was not considerate due to the low
temperatures in which the natural fiber materials start to degrade.
Some studies [34-36] have reported that supported amorphous iron oxides nanoparticles
could be stabilize due to interaction with the matrix in which are supported, in concordance
with the lack of proper crystallinity development observed in the in this study. The lack of
crystallinity in iron nanoparticles (α-Fe2O3 or γ-Fe2O3) structures have been also explained
by fact that at such small dimensions, space restrictions entail to the absence of a periodic
network could arise [35].
The results obtained by XRD, atomic absorption and XRF confirms the presence of iron on
the support´s surface and the effects of the impregnation time spam in the amount and
chemical state of the particles impregnated. Although, the values of the percentages
obtained by atomic absorption and XRF are not one to one quantitatively comparable due
to intrinsic characteristics of the techniques (XRF is a semiquantitative technique of
characterization doesn’t include the analysis of Al lighter elements), the techniques are
complementary and give a more complete picture of the phenomena.
Further evidence on the chemical interaction of the impregnated Fe species and the
functional groups on the surface of the functionalized fiber was obtained by FT-IR; Figure
3.6 shows the FT-IR spectra of the impregnated functionalized fiber for the 1, 2 and 3 days
of impregnation; these have the characteristic strong absorption bands between 450 to
600cm-1 related to the presence of iron oxide related compounds [35]. Specifically for γ-
Fe2O3 (maghemite) two peaks around 463 and 1630cm-1 were identified, the first one may
correspond to Fe-O bending vibration mode. A broad peak at 162cm-1 and two peaks in
463 and 546cm-1 were observed, which are the characteristic absorption bands of α-Fe2O3
(hematite) [36], it is important to note that the peak at 463cm-1 doesn’t allow to distinguish
between maghemite and hematite phases. Likewise, two stretching vibrations at 420 and
618cm-1 were observed, these are characteristic of Fe-O interactions bringing evidences of
the existence of zero valent iron supported species, providing additional support to the Fe0
diffraction peak observed in the XRD profiles [37].
3. Impregnation of iron compounds on natural and modified fique fiber 91
Figure 3.6. FTIR spectrum of functionalized fiber after three different days of impregnation
(1, 2 and 3 days) and without impregnation 22
The vibration located at 898cm-1 is related to the insertion of Na+ ions on the carboxylic
groups of the fiber surface and are still observed on the functionalized fiber [33]. Also
evidences of the presence of oxyhydroxide [FeO (OH)] can be observed at 1100 cm −1 [35].
Due the important role the ion exchange process has in the mechanisms of Fe species
impregnation on the surface of the fiber and its possible effect in the modification of the
charge distribution on the fiber surface, pHzpc values were also determinate for the
impregnated material on the functionalized fiber, these results are reported in Table 3.2.
No major change in the pHzpc values were observed during the three days of
impregnation, maintaining values between 8.56 to 8.83 (average 8.71 ± 0.08), suggesting
a slightly basic character when compared to the original pHzpc value of the functionalized
fiber before exposed to the impregnation solution (pHzpc = 8.23 ± 0.08). This slight
change is related to specific properties that the iron oxide nanoparticles formed during the
impregnation process have been reported to display, regarding to their ability to change
valence to form complexes with many organic and inorganic compounds and to have an
amphoteric character when interacting to H+ and OH- ions species, as the ones present in
the precursor solution [33]. The presence of iron oxide (Fe2O3) in the forms of γ-Fe2O3
(maghemite) and α-Fe2O3 (hematite) on the surface of the impregnated functionalized fiber
explains the predominant alkaline surface. Also contributing to this alkalinity are [FeO(OH)]
groups, some reactive hydroxyls groups on the cellulose and possibly some remaining
Na+ ions.
40060080010001200140016001800200022002400260028003000320034003600
Tra
nsm
itta
nce
% (
u.a
)
Wavenumber (cm-1)
Day 1 Day 2 Day 3 Functionalizated MC3
92 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 3.2. Acidic and basic sites determined by titration Boehm and pHzpc for the impregnated functionalized fiber 19
Impregnation
days
Acidic sites
(meq/g)
Basic sites
(meq/g)
pHzpc
1 0.100 ± 0.035 0.763 ± 0.053 8.73 ± 0.06
2 0.375 ± 0.071 0.825 ± 0.035 8.84 ± 0.16
3 0.200 ± 0.035 0.750 ± 0.071 8.56 ± 0.02
pHzpc values also may help to explain the differences in the amount of Fe impregnated
observed for the raw and pretreated fibers when compared with the functionalized fiber; as
the adsorption mechanism involved in the impregnation of the raw and pretreated sample
is essentially due to physisorption, the acidic condition of the impregnating solution (pH =
1.96 ± 0.14) affect the charge distribution on the raw and pretreated fiber surfaces (pHzpc
of 5.39 and 4.18, respectively), creating the conditions to have fiber surfaces positive
charged, hindering the ability of the impregnating Fe+3 cations to interact with the surface
[38].
Table 3.3. BET surface area of functionalized fiber after impregnation 20
Surface area of the impregnated functionalized fiber was obtained from N2 isotherms data
and calculated using the BET equation, the result are reported in Table 3.3. It could be
concluded that for the functionalized fiber the impregnation process has little or none effect
on the surface area. The BET area of the functionalized fiber before the impregnation
process was 3.18 m2/g and after the impregnation oscillates between 3.08 to 3.21m2/g.
Significant changes, particularly reduction, on surface area supported materials due to
impregnation process is usually the effect of pore mouths blockage by impregnated
particles, obstructing the diffusion and further adsorption of N2 molecules during the
isotherm determination (and effectively, any other molecule that tries to diffuse into the
pore); the effect of pore blockage is neglectable on low surface area materials, as the
functionalized fiber. In Annex 2, the isotherms obtained for the discussed samples are
reported in Table 3.3.
Impregnation days BET surface area (m2/g)
1 3.12
2 3.08
3 3.21
3. Impregnation of iron compounds on natural and modified fique fiber 93
Figure 3.7. Morphological analysis of the functionalized fiber surface after 1 day of impregnation a) SEM 5000X, b) SEM 5000X, c) backscattering 30000X,
d) backscattering 30000X 23
Morphological characterization of the impregnated material can be observed in the SEM
pictures shown in Figure 3.7. Figure 3.7a and 3.7b correspond to low magnification SEM
pictures of the functionalized fiber surface after 1 day of impregnation, this pictures seems
to indicate that the fiber surface is unevenly covered by impregnated nanoparticles, some
areas look denser populated by micron size cluster of nanoparticles meanwhile others
seems to look uncovered (Figure 3.7a and 3.7b); however, at higher magnification (Figure
3.7c) it is possible to observed that the surface is covered by two types of nanoparticles,
some of them are clearly conforming large aggregates of clustered nanoparticles (red line
enclosed area) and some others are finely dispersed nanoparticles (blue line enclosed
area). Backscattering analysis was performed on the surface of the fiber corresponding to
the Figure 3.7c and the results are presented in Figure 3.7d, confirming that both the
aggregates and the fine particles are iron compounds, this backscattering analysis allows
to do an estimation of particle size of the nanoparticles, some of them are in the range of
100 to 200nm, especially the ones conforming the aggregates, on the contrary the one that
seem to be finely dispersed have particle size below 100nm, some of them even below
50nm.
94 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 3.8. SEM pictures of the functionalized fiber surface after 2 days of impregnation
a) 3000X, b) 10000X, c) 35000X, d) 70000X 24 25
Figure 3.8 shows the SEM pictures of the functionalized fiber surface after 2 days of
impregnation. Figures 3.8a and 3.8b correspond to low magnification SEM pictures where
the fiber surface seems to be more densely covered, which may be a reflection of the
higher Fe wt% determinate by atomic absorption for the second day of impregnation when
compare to the value obtained for the first day. Figure 8b also shows some aggregation of
particles that are loosely attached to the surface, almost peeling off from it. Figures 3.8c
and 3.8d are high magnification pictures of the aggregates that confirms that those
aggregates are clusters made out of smaller particles, most of them in the order of 100nm
or smaller.
The aggregates loosely attached to the surface would be the result of the particles
impregnated mainly by physical forces and will be prone to uncouple from the surface. In
order to evaluate the capability of the particles to stay attached to the surface a lixiviation
experiment was performed simulating the reaction conditions in which the catalyst would
be evaluate, the resulting lixiviated solution was analyzed by atomic absorption and
3. Impregnation of iron compounds on natural and modified fique fiber 95
dynamic light scattering (DLS) in order to establish the amount and size of the lixiviated
particles.
Figure 3.9. Size distribution leached of iron nanoparticles (1day of impregnation) in aqueous solution (Malvern Zetasizer Software)26
Figure 3.9 shows the particle size distribution for the three runs, all of them presented a
broad normal distributed peak ranging from around 50 up to around 500nm, with a
polydispersion index (PDI) 0.408 and an average particle size of 147nm. Some of the
particles size distribution plots showed an extra small peak at higher particle size (around
8 microns), probably coming from the big loosely aggregates observed on Figure 3.7b.
Atomic absorption results indicates that only 5.38% of the impregnated Fe lixiviated from
the fiber surface, meaning that the impregnated particles are strongly attached to fiber
surface.
Mechanical characterization
Maximum force and maximum displacement were measured, while maximum stress and
maximum strain were determine for the raw fiber, pretreated and functionalized fibers (1, 2
and 3 days of impregnation). A summary of the obtained data is presented in Table 3.4,
where the fique density value (0.72g /cm3) used for calculations of cross sectional area
was taken from Amoy et al. [39].
96 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 3.4. Summary of mechanical characterization for raw and impregnated fiber (1, 2 and 3 days) 21
Sample Cross
sectional area (mm2)
Maximum force (N)
Stress strain (MPa)
Young’s Modulus (MPa)
Strain to failure (%)
Raw 0.036±0.015 7.586 ± 3.828 177.18±73.01 3267.40 ± 838.86 8.57 ± 3.20
Day 1 0.052± .024 3.761 ± 1.240 90.76 ± 49.07 924.61 ± 446.08 10.97± 2.99
Day 2 0.054± .016 4.192 ± 0.984 77.86 ± 10.79 2775.00 ± 463.09 5.27 ± 2.07
Day 3 0.083± .057 5.237 ± 1.870 71.40 ± 29.09 4518.9 ± 1322.67 6.25 ± 2.99
Based on the maximum force (F max) and cross sectional area (N) was determined for
each fiber using the equation (2):
𝜎 (𝑀𝑃𝑎) =𝐹 𝑚𝑎𝑥 (𝑁)
𝐴 (𝑚𝑚2) 𝐸𝑞 (2)
Test Shapiro-Wilk was applied, confirming the normality of the data, in terms of variance
homogeneity data series was found that the data series is homoscedastic through Levene
test. Statistically through an analysis of ANOVA there is no evidence that the more days
soaking decrease the stress - strain of the impregnated samples with iron nanoparticles,
but evidence was found that all catalysts generally have less stress – strain in relation with
the raw fiber (see Table 3.4); strain was calculated from the equation (3).
𝜀 =∆𝑙 (𝑚𝑚)
𝐿𝑜 (𝑚𝑚) (3)
Using the stress-strain slope in the initial elastic regimen (between 10% to 30% shown in
Figure 3.10), the elastic modulus (E) was calculated for each tensile tested fique fiber.
Concerning the influence of surface treatments on the stress properties of natural fibers,
was possible to appreciate a reduction in the maximum strength and the deformation
capacity of the catalysts regarding raw fiber (Figure 3.10), while the elastic modulus
increased.
This mechanical behavior catalysts, not only is attributed to the presence of nanoparticles
but also the chemical and physical treatments explained in Chapter 2, which generate an
apparent stiffening of the fiber, as a result of changes in the bionanocomposite structural
chemistry (percentage of lignin, hemicellulose and cellulose) [40].
3. Impregnation of iron compounds on natural and modified fique fiber 97
Figure 3.10. Curves stress vs strain of a) raw fiber b) catalyst with 1 day of impregnation c) catalyst with 2 day of impregnation d) catalyst with 3 day of impregnation 27
The crystal lattice of the matrix in this case cellulose, strongly influences the overall
mechanical properties affecting the reduction in the stress strain as a consequence to the
cationization stage in the surface functionalization. Altering the orientation of the cellulose
chains which in turn defines the structure of the crystals and the crystallinity percent,
resulting in a change in the crystalline structure of cellulose I type II to type [41]. In
addition, the effect of bonding strength of each iron nanoparticles also influences the
reduction in this property.
As for the reduction in the percentage of strain to failure (deformation) is associated with
the presence of defects in the fiber, caused by low interfacial properties between iron
nanoparticles or nanoparticle-support, own properties of the support and nanoparticles,
morphology, size and low crystallinity of the nanoparticles. Increasing the likelihood of
finding these irregularities in the filaments, and thus the generation of inferior mechanical
properties [42].
In the other hand, the increased elastic modulus may be related to intra and intermolecular
bonds of H2, generated because crystal size bulk aligned in parallel along the axis of the
fibrils. Causing the number of fibrils of cellulose significantly influences the properties of
98 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
the resulting compounds, in other words, amongst finer the structure as nanocellulose is
Young's modulus and greater stiffness [40].
It is important to clarify that the standard deviations obtained for maximum strength, the
elastic modulus and percent strain at maximum load, are allocated to the area of the cross
section and geometry varies along fique filaments, conditioning the mechanical dispersion
of the material results. This heterogeneity of natural fibers constitutes one of the
drawbacks when employed as reinforcement in composite materials [42].
Conclusions
A study of the materials synthesized by the impregnation of iron from aqueous solutions on
the surface of natural and modified fique fiber was performed. Initially it was observed that
the impregnation process is influenced by the condition of the fique fiber; raw, pretreated
and functionalized fiber presented a fast increase in the amount of Fe supported in the first
day of impregnation followed by a stabilization tendency of the amount of Fe supported in
the following days of impregnation (up to 5 days). However, the net amount of
impregnated Fe differs depending of the fiber condition being the functionalized fiber the
one with the higher amount of impregnated Fe all along the impregnation process, the final
amount of Fe impregnated was 6.2, 11.1 and 14.9 wt % for the raw, pretreated and
functionalized fibers, respectively. This results highlighted the importance of the
functionalization process and the proper chemical configuration of the fiber surface in the
impregnation process. FT-IR confirmed the presence of Na+ on the functionalized fiber
surface promoting the chemical bonded adsorption of Fe species. Meanwhile on the
functionalized fiber the chemically driven adsorption has an important role, the physical
driven adsorption is the dominant one in the raw and pretreated fibers
XRD profiles of the functionalized fiber after the impregnation process allowed to conclude
that iron species supported on the fiber surface correspond to Fe2O3 (hematite) and α-Fe0.
The size and the shape of the iron hematite peak indicates that these are essentially iron
nanoparticles (28.2nm calculated using the Scherrer equation). The fact that only the main
peak of hematite (lacking some secondary peaks) and that only a secondary peak for the
α-Fe0 are observed indicates that under the impregnating conditions there is not a
complete evolution of the crystalline structures.
3. Impregnation of iron compounds on natural and modified fique fiber 99
Further evidence on the chemical interaction of the impregnated Fe specie and the
functional groups on the surface of the functionalized fiber was obtained by FT-IR where
the characteristic stretching vibrations between 450 to 600cm-1 revealed the presence of
iron oxide compounds. Specifically for γ-Fe2O3 (maghemite) two peaks around 463 and
1630cm-1 were identified, the first one corresponds to Fe-O bending vibration mode. A
broad peak at 162 cm-1 and two peaks in 463 and 546cm-1 were observed, which are the
characteristic absorption bands of α-Fe2O3 (hematite). Two additional stretching vibrations
at 420 and 618cm-1 revealed the presence of Fe-O interactions confirming the existence of
zero valent iron supported species observed in the XRD profiles [31].
No major change in the pHzpc values of the functionalized fiber was observed during the
three days of impregnation, maintaining values between 8.56 to 8.83 (average 8.71 ±
0.08), suggesting a slightly basic character when compared to the original pHzpc value of
the functionalized fiber before exposed to the impregnation solution (pHzpc = 8.23 ± 0.08).
In terms, of the raw and pretreated fibers the acidic condition of the impregnating solution
creates positive charged surface hindering the ability of the impregnating Fe+3 cations and
explaining the differences in the amount of Fe impregnated observed for the raw and
pretreated fibers when compared with the functionalized fiber.
BET area of the functionalized fiber is not affected by the impregnation process mainly due
to initial low surface are of the sample (characteristic of materials lacking meso and
microporosity) prevents any surface area loss due to pore mouth blockage.
SEM pictures of the impregnated functionalized fiber after 1 and 2 days showed that the
fiber surface is unevenly covered by impregnated nanoparticles, high magnification SEM
pictures allow to verify that densely populated area correspond to finely dispersed
nanoparticles, this conclusion was confirmed via backscattering analysis. SEM pictures of
the 2 days impregnated functionalized fiber shows some aggregation of particles that are
loosely attached to the surface; lixiviation experiments were performed showed that the
amount of lixiviated particles is minor (only 5.38% of the impregnated iron) and the particle
size distribution of these particles present a broad normal distributed peak ranging from
around 50 up to around 500 nm, with an average particle size of 147 nm. Some of the
particles size distribution plots showed an extra small peak at higher particle size (around
8 microns), probably coming from the big loosely aggregates.
100 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Mechanically the impregnated fibers were shown to have lower values in the tensile
strength and effort to fracture, but higher values for the Young's moduli, which could be a
reflection of the interactions between the fiber matrix and the nanoparticles, as well as
characteristics of each of the constituent elements of the impregnated material.
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104 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Chapter 4. Heterogeneous Fenton oxidation of
Orange II using iron supported on modified
fique catalysts
Abstract:
Degradation and mineralization of the dye Orange II (OII) was performed with
nanoparticles supported on fique as catalysts in reactions conditions that promotes the
heterogeneous Fenton reaction. A Box-Behnken experimental design was used to
evaluate the effect of: pH (2.5 - 3.5), initial OII concentration: 𝐶𝑂𝐼𝐼0 (2𝑥10−5 - 2𝑥10−4M),
initial hydrogen peroxide concentration 𝐶𝐻2𝑂20 (1𝑥10−4 - 10𝑥10−3M) and load of iron in the
catalyst (10.9, 14.9 𝑎𝑛𝑑 13.2) wt.% in the degradation of OII. A 93.23% of degradation was
obtained after 4 hours of catalytic activity under following conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0:
1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10−3M and 10.9 𝐹𝑒 %𝑤𝑡. pH was determinate to be the most
influential variable in the degradation process, reporting to have better degradation at
lower pH. A simplified pseudo-first-order kinetic model was proposed and described 16 of
the degradation conditions with a R2 above 0.9; a very remarkable result for such a simple
model. Catalyst deactivation was tested for 7 consecutive cycles, showing that the
catalysts kept high activity up to 4 cycles. The effect of Cl- ion in the OII degradation was
determinate to be damaging in term of degradation rates for concentration as low as
0.05M and damaging both, degradation rate and final degradation value for 0.1 M.
Keywords: Fenton, water treatment, Orange II, fique, iron nanoparticles.
Introduction
Recalcitrant compounds are chemically resistant to degradation, reason why it is an
important topic of current research to find a process that safely convert these contaminant
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 105
compounds into components with the higher stable oxidation state through a
mineralization process. Industrial activities generate high percentages of wastewater,
which in some cases are directly discharged into effluents, affecting the environment [1].
Azo dyes, extensively use in industry, are potentially carcinogenic and toxic because
aromatic amines are present in their chemical structure. OII (C16H12N2NaO4S), is a
heterociclyc anionic azo compound from the group of naphthols, use as dye in the textile,
cosmetic, silk and paper industries [9]. Additionally, OII is a non-biodegradable compound
that poses a potential risk to human health [7,8].
Treatment of effluents contaminated with dyes used physical, chemical and biological
processes and frequently they are not completely effective [6], as only they change the
pollutant from one stream to another (physical processes) or may have very slow
degradation rates (biological processes) [7]. In addition, currently there are alternatives
such as activated charcoal [8], ozone [9] and hypochlorite [4], but are inefficient
alternatives for secondary waste generated (residual chlorine) and costly in terms of
operation, equipment and production.
Advanced oxidation processes (AOPs) has been proposed as an alternative solution;
AOPs used oxidation Fenton's reagent to degrade and mineralize effluents contaminated
with dyes, it is a particular case of wet oxidation with hydrogen peroxide (CWHPO) and
has the advantage of being efficient even at ambient temperature and pressure, it is a also
a simple and economic process [10].
The reaction between iron and hydrogen peroxide (an important mechanism in the Fenton
oxidation process), increases the amount and reactivity of hydroxyl radicals produced in
acid solution by peroxide decomposition, these species attack the organic matter present
in the reaction medium, due to oxidative power that the radicals generated on the surface
of the solid [11]. The effectiveness of the catalyst in the oxidation of dyes is influenced by
the synthesis variables (explained in previous works) and the reaction conditions
discussed in this chapter.
Homogeneous processes have the disadvantage of requiring about 50 to 80 ppm of iron in
solution to be effective, concentration in many cases above of the permitted regulation
(European Union allows maximum of 2 ppm Fe in the water treatment) [12], this strict
regulation in the amount of dissolved Fe, implies that most of the time it is necessary to
106 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
have a secondary treatment to reduce the contaminant or to use higher concentration of
dissolved Fe but implementing further processes to recover the remainder iron, turning the
homogeneous processes into a costly treatment, suitable only under very specific
conditions.
On the other hand, heterogeneous catalysis using solid supports allow to deposit the
active phase (iron compounds) on their surface, facilitating the retrieving of the catalyst
from the reaction solution, improving the mechanical resistance and in many case creating
a synergetic effect that improves the chemical activity of the material. There have been
reports of the use of different types of catalytic supports in the degradation of OII, ie. clays
[13], silica [14], alumina [15], aluminosilicates [16], cation exchange resins [17], chelants
[18], zeolites [19] and activated charcoal [20]. Nowadays the use of natural products as
catalytic supporting materials is a trend, due to the interesting properties that these type of
materials could have.
The use of nanosized iron compounds in the treatment of wastewater, takes advantage
the high reactivity, increase surface area and synergic support-particle effects [21].
Particularly, the use of nanometric iron species in industrial water treatment have been
reported to present the following advantages: i) efficiency in the treatment of effluents, ii)
nanoparticles usage cycles, iii) environmental safety, iv) low cost of iron, v) strong
adsorption capacity, vi) easy separation and vii) good stability [22].
The aim of this chapter was to evaluate the effect of crossed factors: pH, 𝐶𝑂𝐼𝐼0, 𝐶𝐻2𝑂20
and 𝐹𝑒 𝑤𝑡. % the efficiency of OII dye degradation. A Box - Bhenken experimental design
surface was used to identify the most important factors that affect the process, allowing
obtain statistically significant empirical models.
In addition, under the most favorable operating conditions the effect of temperature,
inhibitory concentration of chloride ions and stability of the catalyst, were evaluated. In
order to analyze the obtained percentage of mineralization the total organic carbon (TOC)
and the total nitrogen (TN) were determinate.
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 107
Materials and methods
OII degradation
Based on the physicochemical properties characterized in the material synthesized in
previous works, the impregnated material obtained on the functionalized fiber MC3
(denominated catalysts hereinafter) was selected to be tested in the catalytic experiments
on the degradation of OII. The resulted catalysts have iron loadings of 10.9, 13.2 and
14.9wt%, quantified by FAAS.
The catalytic oxidation reaction was performed in a jacketed glass batch reactor (500 mL),
kept under constant agitation (240 rpm). Each run lasted 240 minutes; used 800 mg of
catalyst contained in paper bags (with pore size: 0.45μm, dimensions: 450x500x0.8mm,
permeability: 1500 L/m2.s, material: thermosetting filter paper for tea bags [23]) in contact
with 250 mL of an OII solution (C16H11N2NaO4S, Sigma -Aldrich®), experiments were
performed at 20oC; Values of the experimental pH, OII solution concentration, hydrogen
peroxide concentration and iron loading on the catalyst were set according within the limits
of the ranges reported in Table 4.1 and the design of experiments summarized in Table
4.2.
All experiments were performed ensuring that the predominant mechanism of the process
was the oxidation reaction and not mass transfer [24,25]. For this, the Weisz – Prater
criterion was used [26], which establishes that for CWP << 1 there are not internal diffusion.
The agitation level was kept 240 rpm because ensures the Weisz – Prater criterion and
was not strong enough to caused mechanical damage to the catalyst. In order to meet the
criterion Cwp the catalyst size was reduced to a particle size of 8mm in which Cwp << 1
was fulfilled. Agitation and catalyst particle size was also set to ensure that the effect of
diffusion resistances from the bulk of the reaction solution to the catalyst surface were
eliminated.
A set of experiments was performed implementing a Box- Bhenken design of experiments
(DOE) with response surface, which used the maximum and minimum levels of the four
factors evaluated in the degradation of the dye Orange II (see Table 4.1), with triplicate on
the center point, for a total of 27 experiments. The ranges considered for the operating
variables were chosen after making an intensive literature review [19,27-29], these
conditions are representative of those founded in industrial wastewater effluent.
108 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
MiniTab 16 Statistical Software served to identify the contribution of each variable and its
interaction in the degradation of the dye OII through the respective statistical analysis of
the data obtained. Statistical regression was used to fit a second order polynomial
experimental data and identify relevant terms of the model (equation (1)).
𝑌 = 𝛽0 + ∑ 𝛽𝑖𝑥𝑖 + ∑ 𝛽𝑖𝑖𝑥𝑖𝑖2 + ∑ 𝛽𝑖𝑗𝑥𝑖𝑥𝑗 𝐸𝑞 (1)
Where β0 is the compensatory term; βi is dependent term or the linear effect of factor input
xi; ii is the quadratic effect input factor xi and βij is the effect of interaction between the
linearly linear input factor xi and xj.
Table 4.1. Factors evaluated in the dye degradation of OII using iron supported on fique catalyst 22
Factor
Level
Low Medium High
pH 2.5 3 3.5
[OII]o (M) 2𝑥10−5 1.1𝑥10−4 2𝑥10−4
[H2O2]o (M) 1𝑥10−4 5.05𝑥10−3 1𝑥10−2
Fe wt.% 10.9 13.2 14.9
For each run the values of the variables pH, temperature and initial concentration of dye
were set then reaction was started by adding the hydrogen peroxide solution (Merck). The
pH was measured with a pH meter (Toledo LE427), the initial pH of the solutions to be
treated was adjusted with the addition of 0.1M NaOH or 0.1M HCl.
The reaction advance was continuously monitored using an UV-vis spectrophotometry to
track the absorbance the OII molecule in a quartz cell; OII concentrations were assessed
through a calibration curve obtained at a wavelength of 486nm (See annex 3).
The degradation percentage of the dyes was expressed as the equation (2):
𝐷𝑒𝑔𝑟𝑎𝑑𝑎𝑡𝑖𝑜𝑛 (%) = 𝐶𝑜 − 𝐶
𝐶0𝑥 100% 𝐸𝑞 (2)
where C0 is the initial concentration of the dye (mg /L) and C is the residual concentration
of the dye (mg /L).
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 109
Upon completion of each experiment an aliquot of the treated solution was taken in order
to assess the stability of the catalyst, the amount of iron leached was quantified by flame
atomic absorption spectrometry (FAAS) using the injection method in a Hitachi z-8000
atomic absorption spectrometer equipped with an atomizer with air/acetylene burner used
for the determination of elemental iron. The wavelength used for the determination of the
analyte was: Fe 248.3nm.
The DOE conditions that provided one of the highest OII degradation were used to perform
two new sets of experiment, the first once investigates the effect of temperature in the
degradation reaction, in this case, degradation experiment were done at 30, 50 and 70oC.
The second set of experiments comprised continues cycles of reaction at 20oC (up to 7
cycles), in which the very same catalyst was reuse.
Effect of chloride ion
Several studies have reported contradictory effects of the concentration of ions in the
reaction solution for the oxidation of Orange II, in particular the effect of Cl- ion have been
reported to both to have beneficial and detrimental effects that seem to be dependent of
the ion concentration and the type of catalyst used [27-29]. Based on this evidences a set
the experiments run under the pH, H2O2 and Orange II concentration and iron catalyst
loading that give the third highest Orange II degradation in the DOE, along with three
different level of chloride ions in concentrations ranging from 0 to 1𝑥10−2M were
performed.
Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis
Considering that OII degradation monitored by UV-vis spectrophotometry does not enable
to determine if there was complete oxidation of the dye molecule. Two type of analysis
were implemented to verify the advance of the chemical oxidation in the degradation
process, TOC and TN analysis were performed on a Shimadzu TOC-VCHS/CSN
analyzer following the Clean Water Act Analytical Methods 352.1 [30], 353.2 [31] and
410.4 [32] approved by EPA (US Environmental Protection Agency). TOC and TN were
done on sample taken from the reaction solution (before and after reaction) of an
experiment performed at the operating conditions the DOE showed to be the third highest
terms the Orange II degradation.
110 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Identification of intermediate products resulting from the
treatment of OII
High pressure liquid chromatography (HPLC) was used to identified the possible
intermediate compounds generated during the reaction of Orange II degradation, an
Agilent Technologies 1260 Infinity chromatograph was used; the chromatograph was fitted
with a Jupiter 5μm C18 300Å column, made of stainless steel with measures of 250 x 4.6
mm. The separated compounds were analyzed by a detector 325 Dual Wavelength UVVis.
The mobile phase used was a methanol and water in relation 95:5, flow was set as
1 mL.min-1 with injection volumen of 20 μL and the linear gradient shown below was
established: t = 0, H2O = 95, metOH = 5 ; t = 20, H2O = 30, metOH = 70; t = 25, H2O =
95, metOH = 5; t = 28, H2O = 95, metOH = 5.
Results and discussion
OII degradation
Preliminary experiments were performed to verify if any percentage of degradation could
be attributed to dye adsorption on the catalyst and/or on the paper bags containing the
catalyst (Experiments 1 and 3 in Figure 4.1). Neglectable degradation values were
obtained, 0.1 and 0.03% degradation for the catalyst contained in the tea bag experiments,
respectively. This small values demonstrated that dye adsorption or oxidation on the
catalyst and/or on paper bags is not important in the degradation process. Also, Figure 4.1
shows the important effect of H2O2, without the presence of H2O2 the advance of the
reaction is essentially null, indicating that the sole presence of Fe+3 in the catalyst is not
enough to drive the degradation of OII.
Additionally, the homogenous H2O2 oxidation capability was determine by performing an
experiment in which not catalyst was added (Experiment 2, Figure 4.2); it was conclude
that for the operating condition of the experiment the H2O2 has a contribution in the order
of 0.3%. The results of the experiments presented in Figure 4.2 shows that the variables
H2O2, catalyst and paper bags applied independently have not major effect in the
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 111
degradation OII.
Figure 4.1. OII degradation after 4 hours of catalytic activity performed under the following
conditions: Experiment 1 (Catalyst Fe10.9 wt.% and Dye 𝐶𝑂𝐼𝐼0: 2𝑥10−4𝑀), Experiment 2
(Dye 𝐶𝑂𝐼𝐼0: 2𝑥10−4𝑀 and oxidizing agent 𝐶𝐻2𝑂20
: 5.05𝑥10−3𝑀), Experiment 3 (Catalyst 10.9
Fe wt.%, Dye 𝐶𝑂𝐼𝐼0: 2𝑥10−4𝑀, catalyst contained in aromatic bag28
Figure 4.2 shows a typical OII degradation curve under the typical experimental conditions
used in this study. Two stages in the degradation process are identified, an initial very fast
degradation section for reaction time before 30 minutes, characterized by the conversion
of Fe+2 into Fe+3 [26]. Followed by a long and slow degradation process after 30 minutes
where Fe is found primarily in the Fe+3, denominated Fenton – Like. The first stage is an
unstable state that depends of the initial catalyst characteristics and reaction solution
characteristics (iron loading, iron compound reduction/oxidation state, ions dissolved in the
solution, among others) and is frequently considered to be a catalyst conditioning period.
Essentially, the possible mechanisms of reaction are limited to those proposed in the
literature which take into account ferric and ferrous ions, then the effect may have been
zero valent iron was not analyzed, as it is beyond the scope of this investigation.
Figure 4.2. OII degradation after 4 hours of catalytic activity performed under the following
conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20
: 5.05𝑥10−3𝑀 and 10.9𝑤𝑡. % 29
0,0
0,1
0,2
0,3
0,4
0 30 60 90 120 150 180 210 240
Deg
rad
ati
on
(%
)
Time (min)
Experiment 1Experiment 2Experiment 3
0,0
0,2
0,4
0,6
0,8
1,0
0 30 60 90 120 150 180 210 240
CO
II/C
OIIo
Time (min)
112 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
The characteristic shape of the degradation curve reported in Figure 4.2 is typical of
materials with low surface area and low porosity, as the ones characterized in this work.
This behavior is due to the easy accessibility of Fe+3 ions to react with OH• radicals and
promotes immediate oxidation reaction and therefore degrading the contaminating dye.
Table 4.2 summarizes the experimental conditions of each one of the 27 runs (pH, 𝐶𝑂𝐼𝐼0,
𝐶𝐻2𝑂20, Fe wt.% has 3 different levels: high (1), medium (0) and low(-1)), included tests to
determine crossed factor effects and also include the three center point runs. These
experiments were performed randomly to minimize possible systematic errors that can be
generated (All experimental results are in the Annex 4).
Table 4.2. Experiments values of Box - Behnken experimental design, degradation percentage obtained for each experimental conditions 23
Run Ph COIIo (M) H2O2 (M) Fe wt.% %Deg
1 0 -1 1 0 5.91
2 0 0 0 0 6.83
3 -1 0 0 1 81.94
4 1 0 0 -1 19.67
5 1 0 0 1 1.22
6 0 1 -1 0 1.28
7 0 1 1 0 0.56
8 -1 0 0 -1 93.23
9 0 -1 -1 0 53.30
10 1 1 0 0 0.23
11 -1 -1 0 0 94.50
12 -1 1 0 0 62.96
13 0 0 0 0 27.98
14 1 -1 0 0 5.43
15 0 0 1 -1 60.19
16 0 0 -1 1 4.31
17 0 0 1 1 3.49
18 0 0 -1 -1 40.31
19 0 -1 0 1 49.05
20 1 0 1 0 4.23
21 0 1 0 1 0.30
22 0 0 0 0 20.08
23 -1 0 -1 0 86.72
24 1 0 -1 0 20.27
25 -1 0 1 0 95.61
26 0 1 0 -1 2.24
27 0 -1 -1 -1 7.28
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 113
Eq (3)
(3)
The statistical adjustment of the equation decribed previously (equation (1)) to the data
summarizes in Table 4.3, leads to the experimental description of the degradation
(equation (3)); where A:pH, B: COIIo, C: H2O2 and D: Fe wt.%.
𝐷𝑒𝑔 (%) = 1571.83 − 755.377A − 306406B + 13859.4C − 47.2442D + 114.042𝐴2
− 846940966𝐵2 + 195140𝐶2 + 2.04457𝐷2 + 146307AB
− 2517.69AC − 0.68625AD + 26190702BC − 15441.8BD
− 843.564CD
Table 4.3. Analysis of variance (ANOVA) for percentage of degradation by MiniTab 16
Statistical Software24 Source DF Seq SS Adj SS Adj MS F P
Regression 14 27807.8 27807.8 1986.3 6.45 0.003
Linear 4 19908.6 13143.6 3285.9 10.67 0.001
A: pH 1 17933.4 11805.3 11805.3 38.35 0.000
B: COIIo 1 1823.4 950.6 950.6 3.09 0.109
C: H2O2 1 109.2 15.1 15.1 0.05 0.829
D: Fe wt.% 1 42.6 372.7 372.7 1.21 0.297
Square 4 6500.8 6500.8 1625.2 5.28 0.015
AA 1 5681.9 4335.2 4335.2 14.08 0.004
BB 1 343 251 251 0.82 0.388
CC 1 199.5 121.9 121.9 0.40 0.543
DD 1 276.4 276.4 276.4 0.90 0.366
Interaction 6 1398.4 1398.4 233.1 0.76 0.619
AB 1 173.4 173.4 173.4 0.56 0.470
AC 1 155.3 155.3 155.3 0.50 0.494
AD 1 3.2 3.2 3.2 0.01 0.921
BC 1 544.6 544.6 544.6 1.77 0.213
BD 1 52.1 52.1 52.1 0.17 0.690
CD 1 469.9 469.9 469.9 1.53 0.245
Total 26 30957.0
Additionally, the interaction A2 also related to the pH indicates the presence of a curvature
in the model and thereby the possible existence of maximum degradation value within the
range of variables studied (Show in the Annex 5). Given the high efficiency obtained in the
degradation, it was concluded that the levels analyzed were adequate. The model shows a
good fit of the experimental and the calculated data, reflected by the correlation coefficient
R2 = 90.06% and R2 adjusted = 74.15%.
114 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 4.3. Experimental and calculated results of the experimental design for Orange II
oxidation. Degradation Response (%).30
In order to determine the appropriate fitting data regression and analysis of variance
(ANOVA), analysis of residual plots that are defined as the difference between the set
values (model) and the observed values (experimental) was performed.
Figure 4.4. Residual plots for kapmod a) Normal probability plot, b) Versus fits, c) Histogram and d) Versus order31
As shown in Figure 4.4a residues, follow a normal distribution, half of data takes positive
values (over 50%) and the other half negative values (below 50%), which allows to
conclude that there are no significant deviations of residuals from the normal distribution.
Figure 4.4b, 4.4c and 4.4d allow to verify the homocedasticity of the residuals (constant
variance) meaning they are symmetrically distributed and are not interdependent to each
other.
0
20
40
60
80
100
0 20 40 60 80 100
Deg
(%
) c
alc
Deg(%) exp
30150-15-30
99
90
50
10
1
Residual
Pe
rce
nt
1007550250
30
15
0
-15
-30
Fitted Value
Re
sid
ua
l
24120-12-24
8
6
4
2
0
Residual
Fre
qu
en
cy
2624222018161412108642
30
15
0
-15
-30
Observation Order
Re
sid
ua
l
Normal Probability Plot Versus Fits
Histogram Versus Order
Residual Plots for % Deg
a)
a)
b)
b)
c)
c)
d)
d)
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 115
Figures 4.5, 4.6 and 4.7 allows to observed the combined effect of the experimental
variables catalyst loading (Fe wt.%),H2O2 and COIIo concentration when paired with the pH
variable, a local maximums is always observed at pH = 2.5. although most of the literature
reports that for pH values below 3 Fenton oxidation becomes less effective due to the
regeneration of Fe+2 is inhibited by the formation of intermediate products such as
hidroxiperoxonium radicals (H3O2+) [26]. This low pH catalytic activity seems to be unique
for the combination of iron supported on fique fiber and turning this catalyst into a very
attractive catalyst for specific applications at low pH.
In pH values between 3 and 3.5 degradation did not achieved good results (just in the
range between 0 to 20%), which could be related to the great dependence of the iron
oxidation state as a function of pH; indicating that under these pH conditions Fe+2 may not
be present in enough concentration, hindering its reaction capability with hydroxyl groups
and affecting the Fe+2 to Fe+3 cycle necessary for the degradation reaction to take place,
and boosting the formation of competitive intermediates such as FeOOH [19].
Although the effect of the concentration of H2O2 it was determine to be a factor with not
statistical significance, it can be observed in Figure 4.5 that the combination of factors pH
and H2O2 is particularly important at low pH levels, emphasizing the significant effect the
low pH has for this type of catalyst (Figure 4.5).
𝐶6𝐻11𝑁2𝑁𝑎𝑂4𝑆 + 42𝐻2𝑂2 → 2𝐻𝑁𝑂3 + 𝑁𝑎𝐻𝑆𝑂4 + 46𝐻2𝑂 + 16𝐶𝑂2 𝐸𝑞 (4)
Equation (4) relates the theoretical number of moles of oxidizing agent required to degrade
1 mol of OII dye [35], all concentrations used in the experimental design have values
above to the stoichiometric amounts required for complete mineralization.
So the concentration of H2O2 and the percentage degradation are directly proportional as a
result of competition by hydroxyl radicals, Figure 4.5 shows that even the lowest amount of
peroxide managed to have good performance in the percentage degradation. At low pH
value for any H2O2, the degradation obtained is above 80%, which implies, in terms of
application, that using low H2O2 concentration will render high degradation, while keeping
H2O2 at the minimum possible.
From Table 4.2 can be observed that the H2O2 medium level concentration (5.05x10-3 M)
generates high degradation percentages in combination with low pH level (runs 3, 8 and
11), rendering degradation values of 81.94, 93.23 and 94.5%, respectively.
116 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 4.6 shows the combine effect of the catalyst Fe loading and pH; once again, only at
low pH value (pH = 2.5) the catalyst Fe loading showed significant OII degradation,
emphasizing the pivotal role pH has in the reaction. Although the iron loaded to the
catalyst could be significant different (from 10.9 to 14.9 wt.%), the degradation obtained for
any catalyst at low pH is also above 80%, being this an additional evidence of the complex
network of reactions happening in the Fenton process. Iron role in the Fenton reaction
have been related to the net balance of OH• radicals available to react, a low iron
concentration available to react, will have a negative effect in the degradation because
there will be also low concentration of OH• ready to react, and the opposing effect will
happen as the iron available to react increases, however an excess of iron could also
interfere negatively with the Fenton reaction [19].
Figure 4.5. Contour plot of Degradation (%) vs H2O2 and pH 32
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 117
Figure 4.6. Contour plot of Degradation (%) vs %Fe and pH 33
Figure 4.7. Contour plot of Degradation (%) vs COIIo and pH 34
OII initial concentration showed a negative effect on the degradation process (Figure 4.7),
because at higher initial concentrations of dye more time is required for degradation, the
degradation percentage decreases and increases the formation of intermediates, which is
consistent with results obtained by other authors [16,25]. If the initial concentration of dye
118 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 4.8. Degradation OII, the left part initial color and the right the color after the
treatment under the conditions: pH: 2.5, COII0: 1.1x10−4M, CH2O20
: 5.05x10−3M and
10.9 Fe wt. %)35
is high (2𝑥10−5 − 1.1𝑥10−4𝑀 ), the amount of available H2O2 molecules could be
considered to be constant, reducing the possibility of interaction between OII/ OH• [25].
The extensive work performed on the determination of OII degradation on iron/modified
fique fibers catalysts and the robust and rigorous statistical support provided by the Box –
Behnken DOE allow to identified a potential set of operating conditions that would reach
high degradation percentages, while reducing the consumption of H2O2, iron loading,
examining the effect of Orange II initial concentration and optimizing pH (pH: 2.5, COII0:
1.1x10−4M, CH2O20: 5.05x10−3M and 10.9 Fe %wt). This operating condition will be used in
the chloride ions, temperature effect and deactivation experiments.
Many attempts have been made to described the reaction mechanisms of the
heterogeneous Fenton reactions, but due to intricate interaction of intermediate species,
effect of pH in the net balance of OH• in solution and the simultaneous action of
consecutive, parallel and in some case competitive reactions, not a clear kinetic equation
that broadly describe this phenomena has been tested.
Relevant approaches have been done in order to produce semi-empirical equations useful
for scaling up and reactor design. Kinetic model based on Fermi’s function has shown to
properly describe Fenton processes in which the degradation evolution shows a sigmoidal
characteristic curve, related for particular reaction conditions, type of catalyst and
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 119
contaminant molecule [16]. None of the degradation curve in this study showed a
sigmoidal curve, on the contrary the behavior for most of them was some sort of
exponential decay, for this case a simplified pseudo-first-order kinetic could be proposed
[36].
The catalytic degradation of OII based in Fe+3/H2O2, can be described from the mass
balance corresponding to a batch reactor relative to the concentration of OII, considering
perfect mixing, as follows equation (5):
−𝑑𝐶𝑂𝐼𝐼
𝑑𝑡= 𝑘𝐶𝑂𝐻∎𝐶𝑂𝐼𝐼 𝐸𝑞 (5)
where k is the rate constant, t is the degradation time, 𝐶𝑂𝐻∎ is the hydroxyl radicals
concentration and 𝐶𝑂𝐼𝐼 is the dye concentration at a given time. Like other authors [32, 35],
Fenton oxidation studies is assumed that the concentration of OH• is constant along each
of the runs, which allows to write the equation (6):
(−𝑟𝑂𝐼𝐼) = 𝑘𝑎𝑝𝐶𝑂𝐼𝐼 𝐸𝑞 (6)
kap values can be calculated from the experiments performed by the DOE, after linearizing
the data from the integration of the mass balance equation (equation (5)), evaluated
between the limits (t0=0, C0) and (t, C). The integrated expression is:
−ln (𝐶
𝐶0) = 𝑘𝑎𝑝𝑡 𝐸𝑞 (7)
The pseudo-first order rate constants of degradation were calculated from linear
regression - ln (COII / COIIo) vs time plots. The type of oxidation process studied occurs
when H2O2 is brought into contact with Fe2+ ions in solutions at acidic pH. The ferrous and
ferric ions initiates the reaction of peroxide decomposition, which gives as results the
generation of highly reactive radicals OH• and perhydroxyl (𝐻𝑂2∎), being the hydroxyl
radicals the ones with greater oxidizing power (equations (8) and (9)) [39].
𝐹𝑒+2 + 𝐻2𝑂2 → 𝐹𝑒+3 + 𝑂𝐻− + OH • 𝐸𝑞 (8)
𝐹𝑒+3 + 𝐻2𝑂2 → 𝐹𝑒+2 + 𝐻𝑂2∎ + 𝐻+ 𝐸𝑞 (9)
Fenton's reactions are highly complex chemical combination of sequential and/or
simultaneous reactions involving initiation, propagation, termination stages in which
120 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
oxidation and reduction cycles, simultaneous formation radical species with lower oxidizing
power, in addition to the multiple radical species may be present at once; making the
development of a mechanistic kinetic expression a very convoluted task. The results of the
simplified pseudo-first-order kinetic analysis is reported in Table 4.4.
Table 4.4. Simplified pseudo-first-order kinetic analysis 25
Run kap (min-1) R² Run kap (min-1) R² Run kap (min-1) R²
1 2.31x10-4 0.951 11 9.78 x10-3 0.899 21 1.12 x10-5 0.719
2 2.90 x10-4 0.917 12 3.53 x10-3 0.942 22 8.08 x10-4 0.940
3 5.89 x10-3 0.997 13 1.10 x10-3 0.885 23 7.20 x10-3 0.962
4 5.76 x10-4 0.526 14 1.85 x10-4 0.760 24 9.99 x10-4 0.909
5 5.17 x10-5 0.954 15 3.41 x10-3 0.925 21 1.12 x10-5 0.719
6 4.17 x10-5 0.726 16 1.84 x10-4 0.979 25 1.17 x10-2 0.971
7 2.15 x10-5 0.918 17 1.56 x10-4 0.967 26 6.55 x10-5 0.700
8 9.20 x10-3 0.863 18 1.80 x10-3 0.919 27 2.53 x10-4 0.693
9 2.60 x10-3 0.673 19 1.82 x10-3 0.452
10 8.69 x10-6 0.908 20 1.91 x10-4 0.986
The simplified pseudo-first-order kinetic model is able to describe 8 of the degradation
conditions with a R2 above 0.95, an additional set of 8 degradation conditions are describe
by the simplified pseudo-first-order kinetic model a with a R2 above 0.90. It is quite
remarkable that such a simple model could fit such a complex kinetics; out of the
remaining 11 set of condition, 3 of them have R2 above 0.85; the remaining 8 degradation
conditions have R2 below 0.75.
Figure 4.9. Effect of temperature ions in OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20
: 5.05𝑥10−3𝑀 and 10.9 𝐹𝑒 %𝑤𝑡 36
In order to evaluate the influence of temperature on the degradation process, experiments
were performed at different temperatures (30, 50 and 70oC), under the conditions that
0
20
40
60
80
100
0 30 60 90 120 150 180 210 240
Deg
rad
ati
on
(%
)
Time (min)
30°C
50°C
70°C
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 121
were found to generate the third highest OII degradation in the DOE (run 8): pH: 2.5, 𝐶𝑂𝐼𝐼0
:
1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20: 5.05𝑥10−3𝑀 and 10.9 𝐹𝑒 𝑤𝑡. %. The results of this experiment are
shown in Figure 4.9.
The OII degradation profiles for 30 and 50oC have overlapping behavior reaching a 57% of
degradation up to 30 minutes of reaction, form that point forward the profile obtained at
50oC shows a better performance, reaching almost 89% of degradation after 60 minutes
of reaction, meanwhile the 30oC profile at the same time only reaches 67%. The 70oC
profile over performs both the 30 and 50oC, reaching close to 94% of degradation in the
initial 30 minutes. It is not surprising that temperature accelerates the degradation process,
due to the exponential dependency of the Arrhenius factor with temperature, probably
enhancing the OH• production and iron regeneration [25,34]. However, due to the large
volume of wastewater usually generated with this type of contaminant, the option to use
temperature to reduce the degradation time is not practical in terms of operating costs.
Catalyst stability was determine performing repetitive degradation cycles with the same
catalyst and by taking samples, to be analyzed by FAAS, from the reactive solution at the
end of each cycle.
Figure 4.10. Cycle number of use of OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20
: 5.05𝑥10−3𝑀 and 10.9 𝐹𝑒 𝑤𝑡. % 37
The result of the catalyst deactivation (continue degradation cycles, for a total de 28 hrs of
reaction) are presented in Figure 4.10, out of the 7 cycles performed only cycle 1, 5 and 7
are shown, because the reduction in degradation between run 1 to 4 were small; from
cycle 1 to 5 there was a reduction in the final degradation value in order of 10%, however
0
10
20
30
40
50
60
70
80
90
100
0 30 60 90 120 150 180 210 240
Deg
rad
ati
on
(%
)
Time (min)
Cycle 1
Cycle 5
Cycle 7
122 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
the reduction in the seventh run was considerable, reaching only 45% percent of
degradation.
In terms of Fe lixiviated from the catalyst to the reaction solution, the average value of the
amount of iron in solution for each run, corresponds to 0.822ppm (approximately 5.38% in
weight of the impregnate iron), which is below the allowed by the European Union value
which sets a maximum value of 2ppm [9], the Annex 6 reports the data obtained through
FAAS. The low concentration of iron lixiviated found in the final reaction solution implies
that the degradation reaction could be considerate essentially happening in the
heterogeneous phase, on the contrary the amount of iron leached (in terms of percentage
of impregnated Fe).
Figure 4.11 shows not significant changes in the crystallinity, iron phase and crystal size of
both the before and after catalysts, meaning that deactivation observed in the reaction
cycles it is not due to changes of the iron phase supported on the fiber.
Figure 4.11. XRD of catalyst before and after Orange II treatment38
Effect of chloride ion
Real wastewater could containing a mixture of inorganic anions that significantly affect the
degradation of OII. In literature the most reported effect is for the chloride ions; the results
of a set the experiments run under the pH, H2O2, OII concentration and iron catalyst
loading that give the second highest OII degradation in the DOE, along with three different
levels of chloride ions concentrations are presented in Figure 4.12.
0
200
400
600
800
1000
1200
5 8 11 14 17 20 23 26 29 32 35 38 41 44 47 50 53 56 59 62 65 68 71 74 77 80 83
Inte
nsi
ty a
.u.
2 tetha
After
Before
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 123
Figure 4.12. Effect of chloride ions in OII degradation after 4 hours of catalytic activity
under these conditions: pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20
: 5.05𝑥10−3𝑀 and 10.9 𝐹𝑒 𝑤𝑡%39
Figure 4.12 shows the significant influence the concentration of chloride ions have on the
degradation of OII, especially in the initial 30 minutes of reaction, being this another
evidence of the previous mentioned catalyst condition stage. For the time range from 0 to
180 minutes the free chloride ion experiment outperforms the 0.005 M experiment, form
that time on both experiments follow almost an overlapping behavior; meanwhile in the
case of the 0.01 M the free chloride ion experiment outperforms it in the whole reaction
time.
There have been reports related to the reduction in the OH• oxidative capability caused by
chloride ions inhibition, resulting in an increment of H2O2 consumption (equation 10 and
11) affecting the iron species reducing cycle and generating products containing chloride
ions [41].
𝐶𝑙− + 𝐻𝑂• → 𝐶𝑙𝐻𝑂•− (10)
𝐶𝑙𝐻𝑂•− + 𝐹𝑒+2 → 𝐶𝑙− + 𝐻𝑂− 𝐹𝑒+3 𝐸𝑞 (11)
Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis
The extent of OII mineralization (the process through which an organic substance
becomes CO2 and water) [42] was determinate by TOC and TN. Table 4.5 summarizes
the TOC and TN results obtained; the total nitrogen reduction only reached 28.6% and
TOC value was reduced in a 55.4%, the fact that the Orange II molecule is a molecule with
extensive organic chemical groups units (nitro, hydroxyl, sulfonic, as shown in Figure 4.13)
made the mineralization of OII a very demanding process.
0
20
40
60
80
100
0 30 60 90 120 150 180 210 240 270
De
gra
da
tio
n (
%)
Time (min)
Chlorides 0M
Chlorides 0.005M
Chlorides 0.01M
124 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 4.5. Total Organic Carbon (TOC) and Total Nitrogen (TN) analysis results 26
Sample TN (mg/L) TOC (mg/L)
Dye Orange II in solution (0.2mM) 1.739 44.89
Water treatment 2.437 20.04
Reduction (%) 28.6 55.4
Figure 4.13. Structural formula of the azo dye Orange II [38]40
The result of the TOC and TN indicates that, although there was an important fractioning
of the OII molecule, not a 100% of dye mineralization was achieved meaning that the azo
bond (-N=N-) was in fact attacked by the oxidizing species, however intermediates species
generated by the (-N=N-) breaking were not totally oxidized, on the contrary TOC and TN
results reveal that intermediates.
In order to identify which intermediates are presented after dye degradation, HPLC
chromatography was performed, Figure 4.14. shows the main absorbance band of OII in
the UV-Vis region is situated at 483nm, these are chromatograms of before and after
reaction using the catalyst of iron nanoparticles supported on fique fiber. Clearly the strong
absorption at 483 nm was drastically reduced after the treatment, confirming that the
chromophore bond N = N bond is completely broken, its decrease is due to degradation of
the aromatic portion of the dye, as these are easier to destroy compared to aromatic rings
[43].
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 125
Figure 4.14. Chromatogram obtained with a UV-Vis detector at 483 nm of OII dye before and after degradation 41
Figure 4.15. Chromatogram obtained with a UV-Vis detector at 230 nm related with benzene 42
0
10
20
30
40
50
60
70
80
0 5 10 15 20 25
mU
A
Time (min)
Before
After
0
20
40
60
80
100
120
140
0 5 10 15 20 25
mA
U
Time (min)
Before
After
126 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 4.16. Chromatogram obtained with a UV-Vis detector at 310 nm related with naphthalene 43
Two other bands at 230 nm and 310 nm are attributed to another intermediates as
benzene and naphthalene rings adjacent, as shown in Figure 4.15 and 4.16 respectively.
However, Figure 4.15 does not show a significant change in the presence of benzene,
while the Figure 4.16 evidences the apparition of a new peak after the reaction took place,
which allows to conclude that the amount of naphthalene present in solution increases
[44].
Conclusions
The effects of the reaction conditions on the degradation of OII on iron supported on
modified fique fiber catalysts was studied. A Box-Behnken design of experiments allowed
to determine the individual and the combined interaction of the main factor studied (pH,
𝐶𝑂𝐼𝐼0, 𝐶𝐻2𝑂20
and 𝐹𝑒 𝑤𝑡. %). A maximum OII degradation of 95.61% was obtained operating
at pH: 2.5, 𝐶𝑂𝐼𝐼0: 1.1𝑥10−4𝑀, 𝐶𝐻2𝑂20
: 1.1𝑥10−2𝑀 and 13.2 %𝐹𝑒 𝑤𝑡., the second highest
degradation value (93.23%) was obtained working at the same pH, 𝐶𝑂𝐼𝐼0 but at lower
𝐶𝐻2𝑂20 and %𝐹𝑒 𝑤𝑡; the second operating conditions generated a slighter lower
degradation but using half of the H2O2 and with a catalyst of only 10.9% of iron, making it
an interesting option from the engineering point of view. The presence of inhibitory chloride
ions had a not so significant negative effect (reduction only 10% compared to the
maximum degradation reached), temperature show to have a positive effect on the
degradation process. However TOC and TN experiment showed that not complete
mineralization was achieved in any of the experimental conditions tested.
0
5
10
15
20
25
30
0 5 10 15 20 25
mA
U
Time (min)
Before
After
4. Heterogeneous Fenton oxidation of Orange II using iron supported on modified fique catalyst s 127
Contour plots allowed to have a better understanding of the combined effects of 𝐶𝑂𝐼𝐼0
,
𝐶𝐻2𝑂20 and 𝐹𝑒 𝑤𝑡. % as a function of pH, which was statically determinate to be the variable
whit the highest impact in the process. Low pH level (2.5) was found to be the most
favorable condition for Orange II degradation, being this some of the lowest pH values
found in literature for heterogeneous Fenton reactions, converting the novel iron/modified
fique fiber catalyst into a very attractive alternative for specific applications at low pH.
A simplified pseudo-first-order kinetic model was proposed and was able to describe 16 of
the degradation conditions with a R2 above 0.9; a very remarkable result for such a simple
model.
The effect of the presence of chloride ions in the reaction solution were evaluated, results
show that concentrations as low as 0.005 M reduces the rate of OII degradation but after 4
hrs of reaction reaches the same OII degradation that the chloride ions free experiment.
On the contrary, the 0.01 M of chloride ions OII degradation test underperforms in the
whole extension of the experiment.
Catalyst stability was outstanding up to the initial 4 reaction cycles, but strongly decreased
after subsequent cycles; Fe lixiviation from the catalyst to the reaction solution was in the
order of 5.38% of the impregnated iron and may explain the loss of catalytic activity after
several reaction cycles.
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5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 131
Chapter 5. Studies on adsorption mercury
from aqueous solution on biocomposite
material from fique fiber and iron
nanoparticles
Abstract:
The adsorption of mercury ions from aqueous solution onto an adsorbent (fique fiber with
iron nanoparticles) is studied. In particular, were analyzed the effect of pH, initial
concentration of mercury ions ([Hg+2]) and load of iron in the adsorbent material (Fe wt%).
It is evident from a design response surface experiments (Box-Behnken) that in the
mercury adsorption, the chemisorption mechanism predominates respect to physisorption.
Langmuir and Freundlich isotherms were used to describe the physical adsorption of
mercury, however they failed to properly described most of the experimental isotherms
obtained. One simplified kinetic models, pseudo-second order, was tested to investigate
adsorption mechanisms. It was found that the kinetics of adsorption of mercury onto the
surface of the fique fiber with iron nanoparticles is described by the pseudo-second order
model supporting chemisorption (chemical reaction) as rate controlling mechanism which
indicates that the adsorption process is irreversible. pH has no apparent effect on
adsorption In the range of pH 4 to 7; however, for pH greater than 8, the adsorption
capacity increases as the pH value also increase.
Keywords: Furcraea andina, iron nanoparticles, mercury, adsorption, removal
Introduction
Mercury is considered one of the most harmful metals in the environment due to their
toxicity on a wide spectrum of flora and fauna, affecting human health as a result of
bioaccumulation in the food chain [1], accumulation of mercury on human organs and
132 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
tissue cause critical disabilities, such as Minamata disease [2]. Mercury in the environment
has two major sources, the first is one is denominate naturogenic (eruptions and
geothermal activities) and provides a minimum percentage in relation to the total amount
of pollutant mercury; the second form is the anthropogenic sources, which includes
combustion, mining and disposal of industrial processes.
Indiscriminate and in many cases illegal gold mining in Colombian Amazonas river have
showed to affect Amazonian ethnic groups, which have been tested to have the highest
level of mercury poisoning in Colombia, having bioaccumulate Hg between 15.4 and 19.7
parts per million (ppm) [3], when the EPA has set a maximum contaminant level of this 2
parts per billion (ppb) [4].
It is of great interest to remove this pollutant from wastewater and several types of
processes have been proposed such as: precipitation [5], coagulation [6], cementation [7],
ultrafiltration [8], solvent extraction [9], photocatalysis [10], adsorption[11] and ion
exchange [12], have been implemented within the possible alternatives to solve this
problem. However, currently mercury removal remains a problem due to the lack of
effective and economical, technologies that minimize energy and reagents consumption
while increasing the selectivity towards mercury removal [13]. Out of the mercury removal
technologies listed above, adsorption is the most used due to its simple operation, removal
efficiency, selectivity, high adsorption rate and availability of materials with favorable
properties to perform the process [14]. Many solid materials have been used as
adsorbents such as extracellular biopolymers [15], cellulosic materials [16], zeolites [17],
aluminosilicates [18], nanomaterials [19] and activated carbons [14].
Particularly materials such as iron nanoparticles have been reported to have magnetic
properties, electrostatic charge, size, dispersion and homogeneity, which make them
excellent choices for the adsorption of heavy metals. Likewise, the lignocellulosic materials
enhance its adsorption capacity by the surface modification through loads or ligands that
improve stability of the adsorbate and selectivity, these two alternative adsorbents are
effective and inexpensive for quick removal and recovery of ions metal in sewage effluent.
The main goal of this study was to investigate the removal of Hg+2 from an aqueous
solution using as adsorbent iron nanoparticles supported on fique fiber. Evaluating the
influence on the removal of important factors such as initial concentration of mercury,
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 133
solution pH and the iron loading in the adsorbent material. Chemical and physical
adsorption models were used to adjust the experimental data.
Materials and methods
Mercury solutions of 150mL and adsorbent material (iron nanoparticles supported on fique
fiber) were arranged in a jacketed glass batch reactor, with continuous agitation (240rpm)
controlled by the motor IKA 260. Each run lasted 30 minutes; all experiments were
performed at 20°C and 551mmHg. The concentration of mercury remnant in the solution
was determined by cold vapor atomic absorption spectrometry (CVAAS) using the injection
method of an aliquot of 1000µL, in a Hitachi z-8000 atomic absorption spectrometer
equipped with hydride generator. The wavelength used for the determination of the analyte
was: Hg 253.7 nm.
Preliminary experiments were performed in order to determine the proper amount of of
adsorbent material to use in the experiments (400, 800, 1000 and 1500 mg). The tested
amount of material was submerged in a 150mL solution of 10 mg.L-1 mercury (II) with an
initial pH = 10, at 20°C and 551mmHg, samples of the solution were taken upon time and
analyzed via cold vapor atomic absorption spectrometry.
A Box- Bhenken design of experiments with response surface (DOE), which used the
maximum and minimum levels of the three factors evaluated in the mercury removal was
implemented, this type of DOE includes a triplicate center point, for a total of 15
experiments. A summary of the experimental condition for the DOE area presented in
Table 5.1.
MiniTab 16 Statistical Software served to identify the contribution of each variable and its
interaction in the removal of mercury through the respective statistical analysis of the data
obtained. A linear regression method as the one described in equation (1) was used to set
the second order polynomial experimental data and to identify relevant terms of the model.
𝑌 = 𝛽0 + ∑ 𝛽𝑖𝑥𝑖 + ∑ 𝛽𝑖𝑖𝑥𝑖𝑖2 + ∑ 𝛽𝑖𝑗𝑥𝑖𝑥𝑗 𝐸𝑞 (1)
Where β0 is the compensatory term; βi is dependent term or the linear effect of factor input
xi; ii is the quadratic effect input factor xi and βij is the effect of interaction between the
linearly linear input factor xi and xj.
134 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 5.1. Factors assessed in mercury removal using a adsorbent from Fique and iron
nanoparticles27
Factor
Level
Low Medium High
pH 4 7 10
[Hg]o (ppm) 1 10 14
Fe wt.% 10.9 13.2 14.9
Before the adsorption experiments were started, the solution initial Hg concentration and
pH was measured via vapor atomic absorption spectrometry and a Toledo LE427
pHmeter, respectively. The initial pH of the solution was adjusted with the addition of
different buffers: citrate (pH=4), phosphate (pH=7) and ammoniacal (pH =10). Then the
adsorbent material was added to the solution .
The adsorption capacity of the metal ion in solution was determined for each value of initial
concentration, with experimental data equilibrium concentration and initial concentration,
using the following equation (2):
𝑞𝑒 = (𝐶𝑖− 𝐶𝑒)𝑉
𝑤 𝐸𝑞 (2)
Where qe is the adsorption capacity (mg/g), Ci is the initial concentration of solute
(adsorbate) in solution (mg/L), Ce is the solute concentration in the equilibrium (mg/L), V is
the mercury solution and W is the adsorbent mass (g).
The removal percentage of the mercury was expressed as the equation (3):
𝑅𝑒𝑚𝑜𝑣𝑎𝑙 (%) = 𝐶𝑜 − 𝐶
𝐶0𝑥 100% 𝐸𝑞 (3)
Results and discussion
Figure 5.1 shows the results obtained in the evaluation of the adsorbent dosage in Hg
removal; the smallest mass of adsorbent material (400mg) achieved just a 15% mercury
removal. It was found that an increase in the amount of adsorbent material (with pH and
Hg concentration constant) has a positive effect on mercury removal, which agrees with
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 135
other studies in which the same trend has been evident removing pollutants from waste
water [20,21], this behavior is explained as a result of greater availability of surface area
and functional groups.
Figure 5.1. Percentage of removal at different loads of adsorbent material (pH=10, initial concentration of mercury = 10ppm and 10.9 wt.% Fe)44
Experiments ran with 800, 1000 and 1500mg of adsorbent material showed approximated
final removal values of 53, 56.7 and 66.5%, respectively. However, when the final Hg
removal obtained for each experiments is plotted as a function of the amount of adsorbent
(Figure 5.2), it shows an apparent saturation point, which is an unexpected behavior not
common for physisorption processes in which the only variable changing is the amount of
adsorbent material, where a more lineal behavior would be expected.
0
10
20
30
40
50
60
70
0 10 20 30 40 50 60
Rem
ova
l (%
)
Time (min)
400 mg 800 mg 1000 mg 1500 mg
136 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 5.2. Final removal percentage of removal at different loads of adsorbent material
(pH=10, initial concentration of mercury = 10 ppm and 10.9 wt.% Fe) 45
Analyzing the results obtained for the 800 and 1500mg experiments, the 1500 mg (using
almost the double of 800mg) shows just a 13% of mercury removal when compare against
the 800 mg experiment; in terms of industrial application would imply a reduction in the
amount of material required and possibly a decrease in costs; under this perspective the
800mg of adsorbent material was the chosen amount to perform the upcoming
experiments.
The first of them is to determine the adsorption capacity of the raw fique fiber and to have
it as baseline experiment, Figure 5.3 shows the typical profile adsorption isotherm with a
final removal value in the order of 24%, below the 53.7% reported for the same amount of
adsorbent material (10.9% Fe on modified fique fiber) under the very same conditions, of
pH, initial Hg concentration, temperature and agitation, implying a positive effect of the
fiber modification and the presence of iron nanoparticle son the fiber surface.
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 137
Figure 5.3. Mercury removal using raw fique fiber (pH=10, initial concentration of
mercury =10ppm).46
With the purpose to evaluate the experimental data obtained, two typical physisorption
model were fitted, Langmuir [22] and Freundlich [23], this type of model, if properly
describe the experimental data, could provide information about aspects such as
adsorption mechanism, surface properties and affinity between adsorbate and adsorbent.
Table 5.2. Adsorption isotherms models 28
Model Linealization form
Langmuir 𝑞𝑒 =
𝑞𝑚𝐾𝐿𝐶𝑒
1 + 𝐾𝐿𝐶𝑒 (4)
𝐶𝑒
𝑞𝑒=
1
𝑞𝑚𝑏+
1
𝑞𝑚 𝐶𝑒 (5)
Freundlich 𝑞𝑒 = 𝐾𝑓𝐶𝑒1/𝑛
(6) log 𝑞𝑒 = log 𝐾𝐹 + 1
𝑛 𝑙𝑜𝑔𝐶𝑒 (7)
where qe is the adsorption capacity (mg/g), Ce is the equilibrium concentrations of mercury
(mg/l) in the solution, qm (mg/g) is the amount of adsorption corresponding to complete
monolayer coverage and b (L/mg) is the Langmuir constant related to the energy or net
enthalpy of adsorption. Kf and n are Freundlich constants related to adsorption capacity
and adsorption intensity.
The essential features of the Langmuir isotherm can be expressed in terms of a
dimensionless constant separation factor or equilibrium parameter RL (equation (8)):
𝑅𝐿 = 1
(1 + 𝑏𝐶𝑜) 𝐸𝑞 (8)
The value of RL indicates the adsorption process to be either unfavorable (RL > 1) or linear
(RL = 1) or favorable (0 < RL < 1) or irreversible (RL = 0). The Hg removal data obtained for
the raw fique fiber was fitted to the two proposed model and the results are summarized in
Table 5.3.
0
5
10
15
20
25
30
35
0 10 20 30 40 50 60
% R
emo
val
Time (min)
138 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 5.3. Langmuir and Freundlich isotherm models results for the Hg adsorption on raw
fique fiber 29
pH [Hg]0 mg/L
Fe wt.%
Removal (%)
Langmuir Freundlich
qm b RL R2 Kf n R2
1 0 -1 24.4 0.13 123.82 0.0321 0.863 1.167 27.027 0.0026
From the data reported in Table 5.3, it can be interpreted that the predominant mechanism
of mercury adsorption on the raw fique fiber approaches to a physisorption (described by
the fit of experimental data with Langmuir isotherm); from the RL factor can be concluded
that the adsorption process on the raw fique fiber is a feasible operation. The Freundlich
isotherm fitting was extremely poor.
Once the adsorption baseline experiment has been analyzed, a Box – Behnken design of
experiment (DOE) was proposed in order to identify the effect of operating conditions on
the Hg adsorption on the adsorbent material (iron nanoparticles on fique fiber), these
experiments were performed on a random basis to minimize possible systematic errors
that could generated. At the same time, the experimental conditions of each run and the
percentages of removal achieved are described. The whole results of this experiment are
presented in Annex 7; Table 5.4 shows the results of the DOE experiment adjusted to the
Langmuir and the Freundlich isotherms.
Although some of the R2 fitting values for the Freundlich isotherms are relative good
(above 0.90), 12 of the 15 “n” values calculated are negative which does not have any
physical meaning, the 3 remaining “n” values are positive but their R2 fitting values are too
small to considered the isotherm properly fitted. In conclusion, the Freundlich isotherm
does not properly describe the Hg adsorption on the adsorbent material.
Table 5.4. Experimental levels used in the design of experiments Box - Behnken and values obtained for the Langmuir isotherm model and Langergren model of adsorption 30
Run pH [Hg]0
mg/L
Fe
wt.%
Removal
(%)
Langmuir Freundlich
qm b RL R2 Kf N R2
1 0 1 -1 71.73 84.75 -59 -0.001 0.988 107.72 -16.69 0.827
2 -1 0 -1 92.43 72.46 -345 -0.00003 0.998 78.31 125.00 0.006
3 0 -1 1 76.02 10.11 38.04 0.019 0.987 8.60 -3.88 0.036
4 -1 0 1 71.76 80.00 31.25 0.004 0.998 79.14 17.07 0.321
5 1 1 0 67.29 68.03 -1 -0.080 0.910 193.87 -2.58 0.862
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 139
6 0 0 0 75.78 62.89 -53 -0.002 0.998 70.76 -42.37 0.385
7 1 0 1 51.44 42.02 1190 0.000 0.988 50.79 -9.22 0.123
8 0 -1 -1 86.32 11.21 223 0.003 0.996 11.45 26.38 0.566
9 1 -1 0 93.14 2.79 -6 -0.139 0.845 5.99 -2.67 0.351
10 0 1 1 74.44 227.27 15 0.004 0.998 249.34 -5.12 0.858
11 -1 1 0 71.73 172.41 -12 -0.005 0.997 205.97 -13.76 0.701
12 0 0 0 71.46 54.95 182 0.001 0.995 69.82 -2.20 0.942
13 1 0 -1 55.41 23.75 -35 -0.005 0.985 41.81 -15.80 0.166
14 0 0 0 71.58 57.80 16 0.008 0.994 41.81 192.31 0.002
15 -1 -1 0 39.09 2.54 -141 -0.013 0.976 4.11 63.69 0.010
In terms of the Langmuir isotherms, most of the R2 fitting values area above 0.90, however
8 of the RL values are negative which does not have any physical meaning. The other R2
values are relative small (below 0.019) meaning a close to irreversible adsorption, not a
very common feature of physisorption type processes.
Under the fact that neither the Langmuir or Freundlich isotherms showed a good fitting for
the experimental data of Hg adsorption on the adsorbent material and that the adsorbent
material is made out of iron nanoparticles supported on modified fique fiber and could be
chemically active, a pseudo-second-order kinetic model as Lagergren equation was
proposed [24], Table 5.5, shows the differential and linearized form.
Table 5.5. Pseudo-second-order kinetic model of adsorption 31
Model (pseudo-second-order) Linealization form
Langergren 𝑑𝑞(𝑡)
𝑑𝑡= 𝑘2[𝑞𝑒 − 𝑞(𝑡)]2 (9)
𝑡
𝑞(𝑡)=
1
𝑘2𝑞𝑒2 +
1
𝑞𝑒 𝑡 (10)
where k2 [g/mg-1min-1] is the rate constant of pseudo-second-order model, qt (mg/g) is the
amount of adsorbed Hg on the adsorbent at time t and qe is the equilibrium sorption uptake
(mg/g). The result of the data fitting from DOE with Lagergren model is summarized in
Table 5.6.
Table 5.6. Experimental levels used in the design of experiments Box - Behnken and
values obtained for the Lagergren Pseudo-second-order kinetic model 32 Run pH [Hg]0 Fe wt.% Removal (%) Lagergren
mg/L qe (mg/g) K2 (g/mg/min) R2
1 0 1 -1 71.73 10.20 0.1396 0.997
140 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
2 -1 0 -1 92.43 14.82 0.0448 0.999
3 0 -1 1 76.02 -41.15 0.0009 0.987
4 -1 0 1 71.76 -8.98 0.1079 0.994
5 1 1 0 67.29 2.16 3.2460 0.975
6 0 0 0 75.78 21.19 0.0205 0.999
7 1 0 1 51.44 5.31 0.2397 0.996
8 0 -1 -1 86.32 11.47 26.385 0.566
9 1 -1 0 93.14 0.151 69.809 0.997
10 0 1 1 74.44 -151.52 0.0009 0.997
11 -1 1 0 71.73 22.272 0.0363 0.999
12 0 0 0 71.46 133.33 0.0005 0.999
13 1 0 -1 55.41 3.09 0.6374 0.999
14 0 0 0 71.58 96.1538 0.0009 0.996
15 -1 -1 0 39.09 0.1795 18.6474 0.987
The fitting results obtained for the pseudo-second-order kinetic model were very good, 14
of the 15 experiments shown R2 above 0.987. 12 of the 15 experiment present qe and K2
positive (with physical significance). This result indicates that the process of Hg adsorption
on iron nanoparticles supported on modified fique fiber could be described as a
chemisorption process, which would explain the odd behavior of the final removal of Hg as
a function of adsorbent amount (Figure 5.2).
The equation of statistical adjustment coefficients second order (equation (11)) calculates
the value of the final removal % based on the sample data of Table 5.6 where A:pH, B:
CHgo and C: Fe wt.%.
𝑟𝑒𝑚𝑜𝑣𝑎𝑙 (%) = 488.122 − 18.0308A − 0.360682B − 51.5658C − 0.822002𝐴2
+ 0.0242588𝐵2 + 1.16096𝐶2 − 0.505189AB + 2.51977AC
+ 0.239131BC
The conditions under which the best percentage degradation (93.14%) was achieved was
to: pH=10, mercury initial concentration = 1ppm and iron loading on the adsorbent
material 13.2 wt%. Table 5.7 shows the results of the statistical analysis model from
equation (11), evaluated by ANOVA, this is evidence that pH factor is statistically
significant with a confidence level of 95% (p> 0.05). Additionally, pH interactions with the
Eq
(11)
(11)
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 141
other factors (initial concentration of mercury in solution and loading of iron nanoparticles),
also are statistically significant, the efficiency obtained in the mercury removal, it is
concluded that the levels analyzed were adequate.
Table 5.7. Analysis of variance (ANOVA) for qe (mg/g) by MiniTab 16 Statistical Software 33
Source DF Seq SS Adj SS Adj MS F P
Regression 9 2503.63 2503.63 278.18 3.49 0.091
Linear 3 139.29 1305.80 435.27 5.46 0.049
A: pH 1 7.47 1138.40 1138.40 14.28 0.013
B: CHgo 1 9.87 127.2 127.20 1.60 0.262
C: %Fe 1 121.95 41.13 41.13 0.52 0.505
Square 3 251.67 259.69 86.56 1.09 0.435
AA 1 196.54 201.93 201.93 2.53 0.172
BB 1 20.24 17.58 17.58 0.22 0.658
CC 1 34.89 34.89 34.89 0.44 0.538
Interaction 3 2112.66 2112.66 704.22 8.83 0.019
AB 1 774.05 774.05 829.68 10.40 0.023
AC 1 1227.59 1227.59 1227.59 15.39 0.011
BC 1 111.02 111.02 111.02 1.39 0.291
Residual Error 5 398.70 398.70 79.74
Total 14 2902.33
An adjustment highly satisfactory between the calculated data and experimental data is
reflected on the correlation coefficient values of R2 = 86.26% and R2 - adjust = 61.54%.
Figure 5.4 shows how the model is very accurate to predict the removal percentage in the
whole range of the studied variables.
142 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 5.4. Experimental and calculated results of the experimental design for mercury removal. Responses considered removal % 47
In order to determine the appropriate fitting data regression and analysis of variance
(ANOVA), analysis of residual plots that are defined as the difference between the set
values (model) and the observed values (experimental) was performed. As shown in
Figure 5.5a residues, follow a normal distribution, half of data takes positive values (over
50%) and the other half negative values (below 50%), which allows to conclude that there
are no significant deviations of residuals from the normal distribution. Figure 5.5b, 5.5c and
5.5d allow to verify the homocedasticity of the residuals (constant variance) meaning they
are symmetrically distributed and are not interdependent to each other.
0
20
40
60
80
100
0 20 40 60 80 100
Rem
ova
l p
erc
en
tag
e (
ca
lc)
Removal percentage (exp)
100-10
99
90
50
10
1
Residual
Pe
rce
nt
9080706050
10
5
0
-5
-10
Fitted Value
Re
sid
ua
l
1050-5-10
4
3
2
1
0
Residual
Fre
qu
en
cy
151413121110987654321
10
5
0
-5
-10
Observation Order
Re
sid
ua
l
Normal Probability Plot Versus Fits
Histogram Versus Order
Residual Plots for Removal (%)
a)
b)
b)
b)
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 143
Figure 5.5. Residual plots for qe a) Normal probability plot, b) Versus fits, c) Histogram and
d) Versus order 48
In general, it is accepted that adsorption phenomena on lignocellulosic materials (like the
raw fique fiber) is mainly governed by the physisorption mechanism through surface
properties such as the presence of functional groups containing oxygen, proving to be an
important factor in mercury adsorption [27]. Mercury adsorption in this type of surface has
been described in terms of two fundamental driving forces. The first one is related to the
mercury Lewis structures, which could bind to basic groups on the surface of the fique
fiber. The second, is the affinity of the superficial functional groups to ionize when
immersed in aqueous solution, allowing to the oxygen from the functional group to
exchange charges with mercury [28]. However, the pH in which is located the solution is a
factor that affects the ionization of the surface functional groups and disturbing the
adsorption capacity because it directly affects the net balance of charges on the surface of
the adsorbent material.
Models of physisorption isotherms and chemical kinetic models showed in Tables 5.4 and
5.6, allow to analyze that the main mechanisms of Hg on iron nanoparticles supported on
modified fique fiber is mostly chemisorption (probably convolute with an small contribution
from physisorption), several studies have reported important chemical and magnetic
interactions of iron nanoparticle with mercury in adsorption processes, however most of
them are reported for unsupported nanoparticles [25,26], some on supported nanoparticles
[27,28], but none using fique fiber as supporting material.
In terms of the physical adsorption of Hg from aqueous solutions some Langmuir qm
values have been reported: for activated carbon reported qm=10 mg/g [29], activated
carbon of palm oil qm = 52.9 mg/g [30] and peanut hulls qm=109 mg/g [31], however not all
the adsorption variables are comparable.
100-10
99
90
50
10
1
Residual
Pe
rce
nt
9080706050
10
5
0
-5
-10
Fitted Value
Re
sid
ua
l
1050-5-10
4
3
2
1
0
Residual
Fre
qu
en
cy
151413121110987654321
10
5
0
-5
-10
Observation Order
Re
sid
ua
l
Normal Probability Plot Versus Fits
Histogram Versus Order
Residual Plots for Removal (%)
c)
c)
d)
d)
144 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Figure 5.6 shows that mercury adsorption is a process that depends largely on the pH, the
greater adsorption is achieved at higher pH; it has been reported that increasing the pH
improves the solubility of mercury species and promoting the effective contact between
adsorbate molecules and adsorbent [32]. Hilson et al. [13], and Sreedhar, et al. [33],
stated how the solution pH plays an important role in the adsorbent superficial functional
groups by promoting their ionization, those ionized groups become focal point for
adsorption. Therefore, the pHzpc value of the adsorbent material becomes an important
property in the adsorption capacity; as it was determined in previous works the pHzpc
value of the adsorbent material is 8.23. Subjecting the adsorbent material to a pH below
8.23, the high concentration of hydronium ions (H3O+) in the solution will cause the
material surface to charge positively, thereby hampering ion exchange with the metal ions
Hg+2 and cations Fe+3 present in the nanoparticles.
When the pH of the solution increases above 8.23 the hydronium ion concentration
decreases allowing the ionization the surface of fique fiber with iron nanoparticles
anchored, increasing the adsorption of mercury and even generating exchange between
charges Fe+3 and Hg+2 (chemisorption). In general, the adsorption efficiency of Hg (II)
decreases with lowering pH, effect of pH is demonstrated in Figure 5.6 wherein the
maximum adsorption at pH=10 and for solutions of pH 4 is observed and 5.7 removal
performance was reduced.
Figure 5.6. Contour plot of qe (mg/g) vs. pH and mercury initial concentration 49
[Hg] (ppm)
pH
2015105
10
9
8
7
6
5
4
>
–
–
–
–
–
< 40
40 50
50 60
60 70
70 80
80 90
90
(%)
Removal
Contour Plot of Removal (%) vs pH. [Hg]
5. Studies on adsorption mercury from aqueous solution on biocomposite material from fique fiber and iron nanoparticles 145
Figure 5.7. Contour plot of qe (mg/g) vs. Fe wt% and mercury initial concentration 50
There is a direct relation between adsorption of mercury and the initial concentration of
metal ions present in solution at low concentrations of mercury, the adsorption capacity of
the adsorbent material is low, while increases by increasing the initial concentration, the
above statement consistent with the results obtained in the present investigation shown in
Figure 5.6. Other authors [21,34] have reported the same behavior, which is related to the
fact that initially all the active sites on the surface of the fibers and fiber loaded with iron
nanoparticles were vacant and the concentration gradient of metal ions is relatively high
[35]. The extent of adsorption of ions decreases significantly with increasing contact time
depending on the rate of reduction of vacant surface sites of the adsorbent material.
Conclusions
The effects of the experimental conditions on the removal of Hg on raw and iron supported
on modified fique fiber was studied. A Box-Behnken design of experiments allowed to
determine the individual and the combined interaction of the main factor studied (pH, 𝐶𝐻𝑔0,
and 𝐹𝑒 %𝑤𝑡). A maximum Hg removal of removal of 93.14% was obtained operating at
pH: 10, 𝐶𝐻𝑔0: 1 𝑝𝑝𝑚, and 13.2 %𝐹𝑒 𝑤𝑡. DOE results and the ANOVA analysis allow to
conclude that the main factor in the operating conditions is pH; pH values above 8.23
benefit the removal process. Iron loading on the material adsorbent material was found to
have a positive effect on adsorption.
[Hg] (ppm)
Fe w
t.%
2015105
14,5
14,0
13,5
13,0
12,5
12,0
11,5
11,0
>
–
–
–
–
–
< 40
40 50
50 60
60 70
70 80
80 90
90
(%)
Removal
Contour Plot of Removal (%) vs %Fe. [Hg]
146 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
The adjustment of the obtained experimental data to the different chosen model indicates
that pseudo-second order chemical kinetic and Langmuir are the ones that better fit the
experimental data, these were efficiently used to predict the adsorption of mercury on raw
fique fibers and on iron nanoparticles supported on modified fique fiber; these models may
indicate that main mechanism of adsorption on raw fique fiber is physisorption, meanwhile
in the case of the iron nanoparticles supported on modified fique fiber the predominant
mechanism is chemisorption.
According to the results obtained in this research, it was confirmed that fique fiber and iron
nanoparticles present a high potential for removing Hg (II) from synthetic water due to the
presence of hydroxyl and carbonyl groups in the surface of biomasses, which has great
affinity to metal ions.
The results obtained could be applied to remove mercury from waste water using an
organic material loaded with iron nanoparticles. Proved to be a promising solution because
the combination of properties provided by each of the elements of the adsorbent material.
The effects of functional groups on the adsorbent material surface may have a significant
effect on mercury adsorption. Increasing sequestration capacity of Hg may also be
enhanced by chemical and magnetic properties reported for iron nanoparticles.
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150 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Conclusions and recommendations
The principal achievements within this master thesis are:
1) Chemical and physical improvements due to pretreatment and functionalization
were observed in the raw fique, among the enhanced physical characteristics are:
reduced crystal size, homogeneous fique surface by ultrasound pretreatment and
increased surface area. In term of the chemical changes obtained on the treated
fiber is worth to mention, exposure and activation of functional groups, cationization
of the fiber surface with chemically active Na+ cations.
2) The synthesis of composite material made out of modified fique fiber and iron
nanoparticles, was successfully achieved, concluding that functionalized fiber has
better characteristics to exchanges iron species with the impregnating solutions
that the raw fiber; it can be concluded that the cationized sites interact with iron
specie to create well dispersed nanoparticles, that evolved to form aggregates.
Crystallographic analyses show mainly the presence of iron oxide species, along
with some iron zero valent, which haven reported to be chemically active for
oxidation process and is in agreement with Orange II oxidation experiments
performed.
3) The composite material from fique and iron nanoparticles, is a material with great
potential to be carried on an industrial scale, because of the easy synthesis
methodology and the low costs involved in their preparation.
4) Orange II degradation experiment showed the catalyst to be an excellent material
to degrade the azo group in the Orange II molecule and therefore reducing the
color of the contaminated water. In term of mineralization only partial mineralization
was obtained, implying that remaining intermediates such as benzene,
naphthalene, NH4+
, NO-3 and other intermediaries could persists. A simplified
pseudo-first-order kinetic model was proposed and was able to describe 16 of the
degradation conditions with a R2 above 0.9; a very remarkable result for such a
simple model.
Conclusions and recommendation 151
5) From the operating conditions analyzed in the degradation of dye OII, the
synthesized catalyst shows remarkable catalytic activity at low pH, feature that has
not been reported for other catalyst in these type of reaction. It turns this catalyst
into a great choice to treat contaminated effluents with very acidic conditions (pH =
2.5), pH where the best value of degradation percentages were achieved
6) Mercury removal demonstrated very interesting results as the predominant
mechanism was the chemical adsorption, as determined by adjusting a kinetic
model of pseudo-second-order, which makes the removal process more efficient,
this can be attributed the combination of properties of the support and the iron
nanoparticles.
In order to continue this study, are proposed as recommendations:
1) At the time of synthesis of nanoparticles in Chapter 3 the molar ratio 2:1 (BH4ˉ / Fe+3)
were maintained, there are different reports in which the ratio reducing agent / agent
precursor allows for different properties in the characteristics of nanoparticles, so
would be ideal an evaluation on the variation of the relationship to see which the best
condition is. It is also important to explore new alternative synthesis of nanoparticles,
in order to obtain for example nano zero valent iron (nZVI), a type of nanoparticles
with properties that further accelerate the oxidation process.
2) From the treated wastewater it is important to identify the possible intermediaries
produced as a result of mineralization of the dye OII, which would in turn important
information when the challenge of proposing a reaction mechanism arises, this
reaction mechanism will be also of great support in the derivation of a complete
kinetics equation necessary to perform any scaling process and real application.
3) The analysis regarding the removal of mercury opens a new an interesting study,
which is, the removal of Mercury via highly selective chemisorption processes. Among
the recommendations made regarding the removal of mercury, it should be noted that
when using a synthetic water mercury is mainly found in its ionic form (Hg+2), however,
in real waters mercury may not necessary be in this form, creating complexes and
interacting with other materials in the contaminated water.
152 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
4) It is appropriate to assess the regeneration of the adsorbent material of Fique fiber
and iron nanoparticles, through the study of the magnetic properties of iron
nanoparticles to improve its economic viability, so its future is not just limited to
laboratory scale but also applicable to industrial scale.
Finally, it is open to continue exploring new alternatives for wastewater treatment base in
the biomaterial synthesized in this thesis, for example photocatalysis and testing the
catalyst with other pollutants molecules and elements (dyes with other structures, other
heavy metals, phenols, hormones and even pesticides).
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 153
Annex
Annex 1
Table 1. Nitrogen adsorption isotherm for raw fique fiber
P/Po Volume
[cc/g] STP
0.01325 0.07197
0.04348 0.10496
0.07503 0.13275
0.10729 0.15346
0.13951 0.16688
0.16927 0.18645
0.20508 0.20301
0.23525 0.21357
0.26831 0.22607
0.29779 0.23757
0.33395 0.25094
3.65E-01 0.26311
3.97E-01 0.27485
4.29E-01 0.28432
4.62E-01 0.29752
4.94E-01 0.31146
5.26E-01 0.32402
5.58E-01 0.33815
5.91E-01 0.34821
6.23E-01 0.36182
6.56E-01 0.3763
6.87E-01 0.3923
7.20E-01 0.41023
7.44E-01 0.42487
8.58E-01 0.49995
8.90E-01 0.52553
9.22E-01 0.55137
9.49E-01 0.58178
9.73E-01 0.64644
9.85E-01 0.68558
9.88E-01 0.71607
9.90E-01 0.73601
154 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 2. Nitrogen adsorption isotherm for pretreated fique fiber (M30)
P/Po Volume
[cc/g] STP
0.01901 0.08765
0.04501 0.19796
0.08523 0.28448
0.11752 0.33696
0.14992 0.37174
0.18313 0.39136
0.21503 0.42354
0.2473 0.44594
0.27963 0.45497
0.31124 0.48343
0.34343 0.51236
3.77E-01 0.52075
4.09E-01 0.53072
4.41E-01 0.54034
4.74E-01 0.54668
5.06E-01 0.55426
5.39E-01 0.55997
5.71E-01 0.56748
6.03E-01 0.57578
6.35E-01 0.58425
6.67E-01 0.59483
7.00E-01 0.60247
7.32E-01 0.61032
7.64E-01 0.6169
7.97E-01 0.62624
8.29E-01 0.63983
8.61E-01 0.65467
8.93E-01 0.66947
9.25E-01 0.69289
9.56E-01 0.72392
9.67E-01 0.76199
9.74E-01 0.79767
9.82E-01 0.84129
9.89E-01 0.88087
9.90E-01 0.92201
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 155
Table 3. Nitrogen adsorption isotherm pore pretreated fique fiber (M60)
P/Po Volume
[cc/g] STP
0.00382 0.07701
0.00847 0.14001
0.02111 0.22501
0.04369 0.34301
0.0745 0.45001
0.08781 0.52001
0.10868 0.58601
0.15701 0.74001
0.218 0.82901
0.25344 0.87001
0.29591 0.89501
3.42E-01 0.93901
3.75E-01 0.96001
4.08E-01 0.96001
4.45E-01 0.96001
4.84E-01 0.96801
5.21E-01 0.99201
5.71E-01 1.00801
6.31E-01 1.03201
6.63E-01 1.04001
7.03E-01 1.07101
7.45E-01 1.09501
7.79E-01 1.12701
8.12E-01 1.15901
8.56E-01 1.21401
8.90E-01 1.25401
9.20E-01 1.30001
9.40E-01 1.33301
9.49E-01 1.36501
9.60E-01 1.43701
9.78E-01 1.54001
9.89E-01 1.67501
9.96E-01 2.15901
156 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 4. Nitrogen adsorption isotherm for pretreated fique fiber (M90)
P/Po Volume
[cc/g] STP
0.00779 0.04701
0.03601 0.16301
0.08609 0.32001
0.12455 0.40001
0.16236 0.47401
0.20117 0.51601
0.23666 0.58001
0.26111 0.60801
0.30965 0.69501
0.34331 0.73701
0.37826 0.77701
4.11E-01 0.79601
4.44E-01 0.80801
4.75E-01 0.83001
5.03E-01 0.83801
5.43E-01 0.84501
5.75E-01 0.85701
6.27E-01 0.86801
6.45E-01 0.88301
6.94E-01 0.90201
7.38E-01 0.91301
7.83E-01 0.94701
8.22E-01 0.96001
8.66E-01 1.00401
8.96E-01 1.05301
9.20E-01 1.09101
9.40E-01 1.13201
9.56E-01 1.15501
9.68E-01 1.22301
9.74E-01 1.26901
9.78E-01 1.33976
9.82E-01 1.43609
9.87E-01 1.53701
9.93E-01 1.79601
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 157
Table 5. Nitrogen adsorption isotherm for fuctionalizated fique fiber (MC1)
P/Po Volume
[cc/g] STP
0.01603 0.08012
0.03801 0.17602
0.06002 0.26901
0.08421 0.36003
0.11604 0.46015
0.15167 0.56001
0.19405 0.66403
0.23365 0.72001
0.27815 0.77403
0.30626 0.81201
0.35005 0.83191
0.38495 0.83191
0.43555 0.85475
0.45803 0.86616
0.51425 0.90042
0.53673 0.90042
0.59857 0.92326
0.62667 0.93467
0.68851 0.96893
0.71661 0.98202
0.77845 1.01461
0.82389 1.02602
0.87401 1.06028
0.89651 1.08026
0.94756 1.16304
0.96958 1.24297
0.97722 1.33801
0.98401 1.44405
0.98925 1.59203
0.99206 1.68306
0.99872 1.92301
158 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 6. Nitrogen adsorption isotherm for fuctionalizated fique fiber (MC2)
P/Po Volume
[cc/g] STP
0.02302 0.11601
0.04805 0.22001
0.07201 0.29604
0.09802 0.38403
0.12778 0.47601
0.15776 0.54003
0.19731 0.64601
0.23927 0.71304
0.27401 0.78004
0.31188 0.82901
0.35186 0.87304
0.39058 0.87003
0.44117 0.85803
0.46365 0.86401
0.51425 0.87405
0.53673 0.87803
0.59857 0.89501
0.63229 0.90207
0.68711 0.92897
0.72901 0.94901
0.77845 0.99405
0.82904 1.03744
0.87963 1.09453
0.90212 1.11737
0.93001 1.17446
0.95403 1.23503
0.96705 1.30302
0.97942 1.40506
0.98628 1.50708
0.99075 1.59804
0.99507 1.67703
0.99861 1.77309
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 159
Table 7. Nitrogen adsorption isotherm for fuctionalizated fique fiber (MC3)
P/Po Volume
[cc/g] STP
0.02285 0.20006
0.04601 0.29609
0.07302 0.38436
0.10603 0.49415
0.14604 0.63119
0.18305 0.72422
0.21638 0.78824
0.25408 0.83125
0.30309 0.85126
0.37382 0.88827
0.42443 0.90108
0.45514 0.90527
0.49753 0.92028
0.52565 0.93672
0.58188 0.94859
0.60999 0.96047
0.67185 0.97235
0.69996 0.99017
0.76181 1.02631
0.78993 1.05551
0.86303 1.09114
0.88552 1.12678
0.92911 1.18135
0.95862 1.26038
0.97719 1.33841
0.98229 1.39042
0.98814 1.44043
0.98955 1.46544
0.99943 1.61048
160 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Annex 2
Table 1. Nitrogen adsorption isotherm for 1 day of impregnation
P/Po Volume
[cc/g] STP
0.02901 0.12004
0.05602 0.23007
0.08202 0.32411
0.11603 0.42013
0.15605 0.52016
0.19706 0.60918
0.24607 0.70821
0.29509 0.77423
0.33705 0.81224
0.3892 0.826
0.44131 0.822
0.4872 0.82311
0.52002 0.83395
0.57625 0.86652
0.60437 0.85837
0.65021 0.87193
0.69434 0.89906
0.74422 0.92828
0.78431 0.94246
0.85741 0.98586
0.87991 1.00214
0.91327 1.08352
0.95159 1.22237
0.98392 1.57182
0.98505 1.58047
0.98955 1.66951
0.99092 1.68751
0.99517 1.73152
0.99879 1.82755
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 161
Table 2. Nitrogen adsorption isotherm for 2 days of impregnation
P/Po Volume
[cc/g] STP
0.02401 0.12604
0.05502 0.26908
0.08603 0.40012
0.11804 0.50515
0.14904 0.58017
0.18406 0.66421
0.22507 0.74622
0.26108 0.78524
0.30072 0.80724
0.33133 0.83425
0.37945 0.82525
0.42443 0.82645
0.45255 0.84225
0.50315 0.86357
0.52565 0.86071
0.58751 0.91211
0.61561 0.92353
0.67747 0.95782
0.70558 0.95209
0.76744 0.98064
0.78993 1.0033
0.86865 1.08344
0.89114 1.10628
0.93613 1.15235
0.96471 1.22051
0.98392 1.46744
0.98674 1.63949
0.98955 1.65453
0.99236 1.74452
0.99517 1.75453
0.9966 1.76253
0.99732 1.78253
0.99924 1.92758
162 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Table 3. Nitrogen adsorption isotherm for 3 days of impregnation
P/Po Volume
[cc/g] STP
0.01901 0.09101
0.07101 0.29103
0.11207 0.42001
0.15773 0.53202
0.19305 0.61503
0.22756 0.68601
0.27112 0.78504
0.30063 0.82301
0.35685 0.88002
0.42993 0.89001
0.45241 0.88502
0.50862 0.88502
0.53111 0.89001
0.59341 0.89301
0.62152 0.89302
0.66101 0.90001
0.71099 0.91102
0.7733 0.93611
0.79531 0.95212
0.86839 0.99868
0.89088 1.02335
0.94006 1.08364
0.96395 1.24634
0.98152 1.45907
0.98644 1.55447
0.98925 1.60612
0.99066 1.64309
0.99487 1.79435
0.99682 1.87312
0.99851 1.99301
0.99909 2.09201
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 163
Annex 3
Figure 1. Wavelength with maximum absorption for the OII dye
Figure 2. Calibration curve of OII at 486nm using UV-Vis spectrophotometry
164 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Annex 4
Table 1. Factors evaluated in the dye degradation of OII using iron supported on fique catalyst 34
Factor
Level
Low Medium High
pH 2.5 3 3.5
[OII]o (M) 2𝑥10−5 1.1𝑥10−4 2𝑥10−4
[H2O2]o (M) 1𝑥10−4 5.05𝑥10−3 1𝑥10−2
Fe wt.% 10.9 13.2 14.9
Table 2. Experiments values of Box - Behnken experimental design, degradation percentage and kap obtained for each experimental conditions 35
Run pH COIIo (M) H2O2 (M) Fe wt.% %Deg
1 0 -1 1 0 5.91
2 0 0 0 0 6.83
3 -1 0 0 1 81.94
4 1 0 0 -1 19.67
5 1 0 0 1 1.22
6 0 1 -1 0 1.28
7 0 1 1 0 0.56
8 -1 0 0 -1 93.23
9 0 -1 -1 0 53.30
10 1 1 0 0 0.23
11 -1 -1 0 0 94.50
12 -1 1 0 0 62.96
13 0 0 0 0 27.98
14 1 -1 0 0 5.43
15 0 0 1 -1 60.19
16 0 0 -1 1 4.31
17 0 0 1 1 3.49
18 0 0 -1 -1 40.31
19 0 -1 0 1 49.05
20 1 0 1 0 4.23
21 0 1 0 1 0.30
22 0 0 0 0 20.08
23 -1 0 -1 0 86.72
24 1 0 -1 0 20.27
25 -1 0 1 0 95.61
26 0 1 0 -1 2.24
27 0 -1 -1 -1 7.28
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 165
Figure 1. Data Experiments values of Box - Behnken experimental design, degradation percentage 51
Figure 2. Data Experiments values of Box - Behnken experimental design, degradation
percentage 52
166 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Annex 5
Figure 1. Experimental maximum degradation value of OII degradation
Wastewater treatment using an iron nanocatalyst supported on Fique fibers 167
Annex 6
Figure 1. Calibration curve of Fe using FAAS
Table 1. Data obtained for Fe by FASS
Run Abs [Fe] ppm Run Abs [Fe] ppm
1 0.005 0.355 15 0.009 0.740
2 0.006 0.451 16 0.005 0.355
3 0.012 1.028 17 0.005 0.355
4 0.002 0.067 18 0.007 0.548
5 0.006 0.451 19 0.013 1.124
6 0.005 0.355 20 0.005 0.355
7 0.004 0.259 21 0.006 0.451
8 0.029 2.661 22 0.009 0.740
9 0.006 0.451 23 0.024 2.181
10 0.005 0.355 24 0.005 0.355
11 0.022 1.988 25 0.029 2.661
12 0.026 2.373 26 0.005 0.355
13 0.006 0.451 27 0.004 0.259
14 0.006 0.451 Average 0.00985 0.822
168 Wastewater treatment using an iron nanocatalyst supported on Fique fibers
Annex 7
Table 1. Factors assessed in mercury removal using a adsorbent from Fique and iron
nanoparticles36
Factor
Level
Low Medium High
pH 4 7 10
[Hg]o (ppm) 1 10 14
Fe wt.% 10.9 13.2 14.9
Table 2. Experimental levels used in the design of experiments Box - Behnken and values obtained for the Langmuir isotherm model and Langergren model of adsorption 37.
Run pH [Hg]0 mg/L
Fe wt.%
Removal (%)
1 0 1 -1 71.73
2 -1 0 -1 92.43
3 0 -1 1 76.02
4 -1 0 1 71.76
5 1 1 0 67.29
6 0 0 0 75.78
7 1 0 1 51.44
8 0 -1 -1 86.32
9 1 -1 0 93.14
10 0 1 1 74.44
11 -1 1 0 71.73
12 0 0 0 71.46
13 1 0 -1 55.41
14 0 0 0 71.58
15 -1 -1 0 39.09