Title
Prerada otpadne vode iz procesa bojenja pamuka i priprema za ponovnu upotrebu
Creator
Šmelcerović, Miodrag 1975-
Copyright date
2016
Object Links
Select license
Autorstvo-Nekomercijalno-Bez prerade 3.0 Srbija (CC BY-NC-ND 3.0)
License description
Dozvoljavate samo preuzimanje i distribuciju dela, ako/dok se pravilno naznačava ime autora, bez ikakvih promena dela i bez prava komercijalnog korišćenja dela. Ova licenca je najstroža CC licenca. Osnovni opis Licence: http://creativecommons.org/licenses/by-nc-nd/3.0/rs/deed.sr_LATN. Sadržaj ugovora u celini: http://creativecommons.org/licenses/by-nc-nd/3.0/rs/legalcode.sr-Latn
Language
Serbian
Cobiss-ID
Theses Type
Doktorska disertacija
description
Datum odbrane: 04.03.2016.
Other responsibilities
mentor
Đorđević, Dragan
član komisije
Cakić, Milorad
član komisije
Jordanov, Igor
član komisije
Urošević, Snežana
Academic Expertise
Tehničko-tehnološke nauke
University
Univerzitet u Nišu
Faculty
Tehnološki fakultet
Group
Katedra za tekstilne nauke
Alternative title
The treatment of waste water from cotton dyeing process and its preparation for re-use
Publisher
[M. Šmelcerović]
Format
XVI, 187 listova
description
Chemical technology of textile, Chemistry and chemical technology
Abstract (en)
The Ph.D. Thesis represents a complex study of several areas: the first is related to the optimization of
dyeing cotton textiles with direct and reactive dyes, the second to the physical and chemical
modification of natural waste materials (fly ash), the third to the possibility of applying modified natural
adsorbent in the process of dye removal from the dyeing effluent, and finally, the fourth to the
recirculation of discolored waste water back into the new textile dyeing process.
Based on the results obtained, it can be concluded that the modified waste fly ash is an efficient
adsorbent for the removal of reactive and direct dyes or combinations of two reactive or two direct dyes
from aqueous solutions, with a reasonable tendency of the application under industrial conditions. Also,
it is possible to reuse so discolored water, under industrial conditions, for the new textile dyeing.
The study revealed the following results: 1) Optimization of cotton dyeing with Direct Blue 85 or Direct
Red 79, showed savings of electrolytes, leveling agents, defoamers and temperature of dyeing; 2)
Optimization of cotton dyeing with the mixture of Direct Blue 85 and Direct Red 79, had savings of
electrolytes, leveling agents, defoamers and temperature of dyeing; 3) Optimization of cotton dyeing
with Reactive Blue 222 or Reactive Red 194, demonstrated savings in the quantity of electrolyte, alkalis,
defoamer, leveling agents, time and temperature of dyeing; 4) Optimization of cotton dyeing with the
mixture of Reactive Blue 222 and Reactive Red 194, led to savings in electrolytes, defoamer, leveling
agents and dyeing time; 5) Modification of the native fly ash was successfully applied in order to obtain
the structure which is more effective to retain dye molecules by physical and chemical interactions; 6)
X-ray powder diffraction showed that the dominant phase of the analyzed sample was calcium
carbonate, followed by graphite, quartz and carbon; 7) Modified ash is relatively fine bulk material
consisting of heterogeneous porous particles of diverse shapes and forms, generally below 10 microns
in size; 8) The FTIR spectrum of the modified fly ash shows characteristic peaks, which correspond to
the functional groups of the modified fly ash; 9) The higher differences in adsorption of dyes, as a
function of solution pH, indicate that this parameter is of significant importance for the adsorption of
applied dye; 10) The adsorption of dyes is faster at the beginning, and then becomes slower until the
equilibrium concentration is reached after 60 min; during adsorption process, the dye concentration in
the solution is reduced related to the weight of the modified fly ash, slightly more intense at higher
initial dye concentrations; 11) The amount of adsorbed dye per unit mass of the modified fly ash
increases with the duration of the adsorption process, the higher the temperatures give better results in
all cases and, generally, the impact of temperature on adsorption is not significant; 12) Increasing the
initial dye concentration decreases dye exhaustion in all cases, although the actual amount of dye
adsorbed per unit mass of the modified ash increases with the initial concentration; the greater amount
of adsorbent adsorbs more dye, while the temperature does not play a greater role; 13) The Langmuir
adsorption model provides a very good description of the experimental data. The constants, the
maximum amount of adsorbate that is able to be bound to the adsorbent, as well as the free energy of
adsorption increase partly with the increase of temperature and of the amount of the modified fly ash;
RL parameter confirms that the Langmuir isotherm is suitable for this specific case; 14) The Freundlich
adsorption model can provide a sufficient description of the experimental data, but only slightly lower
than the Langmuir model; the Freundlich constant KL indicates lower dye absorption and lower
adsorption capacity of the adsorbent; the second Freundlich constant, n, shows that the dye is well
adsorbed under all test conditions, and most preferably at higher amount of adsorbent; 15) The
Jovanovic adsorption model delivers results with much lower functionality of variables, giving rise to
the conclusion that there are lateral interactions in the monolayer that covers the adsorbent surface of
the adsorbent, and that some chemical interactions exist in addition to the mechanical contact between
adsorbed and desorbed molecules; "Trial-and-error" method of nonlinear regression applied to the
Jovanovic model gave excellent results, i.e., nonlinear model follows experiment very well and properly
describes the dye adsorption on modified fly ash; 16) The Halsey model provides relatively high
functionality of variables, similar to previous models; the Halsey isothermal constant, KH (adsorption
capacity) increases with increasing temperature and decreases with the amount of adsorbent, while
empirical constants, nH (intensity of adsorption), confirms that the adsorption is mostly more intense at
low temperatures as well as with larger amounts of the adsorbent; 17) The adsorption model of pseudofirst-
order is not applicable for describing the sorption flow, because there is scattering around the ideal
curve, while the nonlinear model of pseudo first order gave better results; 18) The dye adsorption on
the adsorbent is sufficiently well described by the model of pseudo-second order; 19) The Model of
intraparticle (interparticle) diffusion is partly involved in the process of adsorption although this model
is not the only step that controls the adsorption but also diffusion through the pores and surface diffusion
is dominating. 20) The Elovich model does not adequately describe experimental data compared to other
models; 21) The positive values of the change in enthalpy (between 0.19 and 6.9 kJ / mol), indicate the
endothermal nature of the adsorption interactions and stable energy process, numerical values have
suggested that the adsorption could be mainly physical; 22) A positive value of entropy change indicates
the increase of coincidences at solid - solution interface during the adsorption process and it increases
with adsorbent amount and decreases with increasing adsorbate concentration and temperature; 23) The
negative values of the free energy change confirm spontaneity of the process nature, i.e., indicate the
favoring nature of the dye adsorption at 20, 40 and 600C, with a high potential; 24) The activation energy
with values between 2.13 and 3.59 kJ/mol, assumes the fast reactions or that individual, structurally
different parts of the adsorbent can take the role of a catalyst by lowering the activation energy of a
chemical reaction; 25) The results showing the content of organic matter in water before and after
discoloration, significantly lose their initial values related to colored wastewater, i.e., after adsorption
process they are reduced 2.8 to 4.4 times; 26) The proposed models of waste water treatment I, II and
III could be applied in practice, depending on the specific situation. The model I includes drainage,
sedimentation, adsorption, filtration and neutralization with final aeration. The model II does not include
precipitation and neutralization, but includes one more adsorption stage. Model III includes all
procedures identical to the model II except mechanical mixing where 200 kHz ultrasound is used
instead. 27) It is possible to reuse water purified according to the proposed models I - III, with an
additional softening and possible correction of dyeing formulations for dyeing lighter shades; 28) The
textile dyeing using treated water can give shades identical to the shades obtained by classical dyeing
(in the presence of a new, fresh water).
Authors Key words
otpadni pepeo, modifikacija, reaktivna boja, direktna boja, bojenje, adsorpcija,
obezbojavanje, recirkulacija, jačina obojenja
Authors Key words
waste fly ash, modification, reactive dye, direct dye, dyeing, adsorption, discoloring,
recirculation, dyeing intensity
Classification
628.3 677.027
Subject
677.21:677.021.4]:628.3(043.3)
Type
Elektronska teza
Abstract (en)
The Ph.D. Thesis represents a complex study of several areas: the first is related to the optimization of
dyeing cotton textiles with direct and reactive dyes, the second to the physical and chemical
modification of natural waste materials (fly ash), the third to the possibility of applying modified natural
adsorbent in the process of dye removal from the dyeing effluent, and finally, the fourth to the
recirculation of discolored waste water back into the new textile dyeing process.
Based on the results obtained, it can be concluded that the modified waste fly ash is an efficient
adsorbent for the removal of reactive and direct dyes or combinations of two reactive or two direct dyes
from aqueous solutions, with a reasonable tendency of the application under industrial conditions. Also,
it is possible to reuse so discolored water, under industrial conditions, for the new textile dyeing.
The study revealed the following results: 1) Optimization of cotton dyeing with Direct Blue 85 or Direct
Red 79, showed savings of electrolytes, leveling agents, defoamers and temperature of dyeing; 2)
Optimization of cotton dyeing with the mixture of Direct Blue 85 and Direct Red 79, had savings of
electrolytes, leveling agents, defoamers and temperature of dyeing; 3) Optimization of cotton dyeing
with Reactive Blue 222 or Reactive Red 194, demonstrated savings in the quantity of electrolyte, alkalis,
defoamer, leveling agents, time and temperature of dyeing; 4) Optimization of cotton dyeing with the
mixture of Reactive Blue 222 and Reactive Red 194, led to savings in electrolytes, defoamer, leveling
agents and dyeing time; 5) Modification of the native fly ash was successfully applied in order to obtain
the structure which is more effective to retain dye molecules by physical and chemical interactions; 6)
X-ray powder diffraction showed that the dominant phase of the analyzed sample was calcium
carbonate, followed by graphite, quartz and carbon; 7) Modified ash is relatively fine bulk material
consisting of heterogeneous porous particles of diverse shapes and forms, generally below 10 microns
in size; 8) The FTIR spectrum of the modified fly ash shows characteristic peaks, which correspond to
the functional groups of the modified fly ash; 9) The higher differences in adsorption of dyes, as a
function of solution pH, indicate that this parameter is of significant importance for the adsorption of
applied dye; 10) The adsorption of dyes is faster at the beginning, and then becomes slower until the
equilibrium concentration is reached after 60 min; during adsorption process, the dye concentration in
the solution is reduced related to the weight of the modified fly ash, slightly more intense at higher
initial dye concentrations; 11) The amount of adsorbed dye per unit mass of the modified fly ash
increases with the duration of the adsorption process, the higher the temperatures give better results in
all cases and, generally, the impact of temperature on adsorption is not significant; 12) Increasing the
initial dye concentration decreases dye exhaustion in all cases, although the actual amount of dye
adsorbed per unit mass of the modified ash increases with the initial concentration; the greater amount
of adsorbent adsorbs more dye, while the temperature does not play a greater role; 13) The Langmuir
adsorption model provides a very good description of the experimental data. The constants, the
maximum amount of adsorbate that is able to be bound to the adsorbent, as well as the free energy of
adsorption increase partly with the increase of temperature and of the amount of the modified fly ash;
RL parameter confirms that the Langmuir isotherm is suitable for this specific case; 14) The Freundlich
adsorption model can provide a sufficient description of the experimental data, but only slightly lower
than the Langmuir model; the Freundlich constant KL indicates lower dye absorption and lower
adsorption capacity of the adsorbent; the second Freundlich constant, n, shows that the dye is well
adsorbed under all test conditions, and most preferably at higher amount of adsorbent; 15) The
Jovanovic adsorption model delivers results with much lower functionality of variables, giving rise to
the conclusion that there are lateral interactions in the monolayer that covers the adsorbent surface of
the adsorbent, and that some chemical interactions exist in addition to the mechanical contact between
adsorbed and desorbed molecules; "Trial-and-error" method of nonlinear regression applied to the
Jovanovic model gave excellent results, i.e., nonlinear model follows experiment very well and properly
describes the dye adsorption on modified fly ash; 16) The Halsey model provides relatively high
functionality of variables, similar to previous models; the Halsey isothermal constant, KH (adsorption
capacity) increases with increasing temperature and decreases with the amount of adsorbent, while
empirical constants, nH (intensity of adsorption), confirms that the adsorption is mostly more intense at
low temperatures as well as with larger amounts of the adsorbent; 17) The adsorption model of pseudofirst-
order is not applicable for describing the sorption flow, because there is scattering around the ideal
curve, while the nonlinear model of pseudo first order gave better results; 18) The dye adsorption on
the adsorbent is sufficiently well described by the model of pseudo-second order; 19) The Model of
intraparticle (interparticle) diffusion is partly involved in the process of adsorption although this model
is not the only step that controls the adsorption but also diffusion through the pores and surface diffusion
is dominating. 20) The Elovich model does not adequately describe experimental data compared to other
models; 21) The positive values of the change in enthalpy (between 0.19 and 6.9 kJ / mol), indicate the
endothermal nature of the adsorption interactions and stable energy process, numerical values have
suggested that the adsorption could be mainly physical; 22) A positive value of entropy change indicates
the increase of coincidences at solid - solution interface during the adsorption process and it increases
with adsorbent amount and decreases with increasing adsorbate concentration and temperature; 23) The
negative values of the free energy change confirm spontaneity of the process nature, i.e., indicate the
favoring nature of the dye adsorption at 20, 40 and 600C, with a high potential; 24) The activation energy
with values between 2.13 and 3.59 kJ/mol, assumes the fast reactions or that individual, structurally
different parts of the adsorbent can take the role of a catalyst by lowering the activation energy of a
chemical reaction; 25) The results showing the content of organic matter in water before and after
discoloration, significantly lose their initial values related to colored wastewater, i.e., after adsorption
process they are reduced 2.8 to 4.4 times; 26) The proposed models of waste water treatment I, II and
III could be applied in practice, depending on the specific situation. The model I includes drainage,
sedimentation, adsorption, filtration and neutralization with final aeration. The model II does not include
precipitation and neutralization, but includes one more adsorption stage. Model III includes all
procedures identical to the model II except mechanical mixing where 200 kHz ultrasound is used
instead. 27) It is possible to reuse water purified according to the proposed models I - III, with an
additional softening and possible correction of dyeing formulations for dyeing lighter shades; 28) The
textile dyeing using treated water can give shades identical to the shades obtained by classical dyeing
(in the presence of a new, fresh water).
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