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Studies on Photocatalytic Oxidation of Industrial
Waste Water
BY
Mr.Nileshkumar J. Thanvi
(M-Tech. Chemical Second Year)
Guide/Supervisor
Prof.S.V.Khedkar C.O.E.T. Akola.
Department of Chemical Engineering
College of Engineering & Tech., Babhulgaon, Akola (M.S).
S.G.B.A.University, Amravati.
A Synopsis submitted for the partial fulfillment of Master of Technology
Degree Course in Chemical Engineering.
Session: 2011-2012
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1INTRODUCTION
A large number of organic substances are nowdays introduced into the water system
from various sources such as industrial effluents, agricultural runoff and chemicalspills. Their
toxicity, stability to natural decomposition and persistence in theenvironment has been the
cause of much concern to societies and regulation authoritiesaround the world. [1]
Dyes[4], phenols [3], pesticides, fertilizers, detergents, and other chemical products
are disposed of directly into the environment, without being treated, controlled or
uncontrolled and without an effective treatment strategy [1]. Steps should be taken for
recycling wastewater of the various industries, as water has now become a key symbol of
protest around the world and is seen as the most serious social and political issue of this
generation.
The appearance of compounds that are difficult to degrade by conventional chemical
or biological methods (toxic, mutagenic, carcinogenic pollutants) in natural waters recently
created a pressing need for the development of efficient water-treatment processes. The
search for a solution to this problem has involved extensiveexaminations in the field of
advanced oxidation processes (AOPs). In chemicaloxidation processes, reaction mechanisms
change structure, and chemical properties of the organic substances. Molecules break in
smaller fragments; higher percent ofoxygen appears in these molecules in form of alcohols,
carboxylic acids etc. oxidationof organic compounds with oxidation such as ozone or OH.
Radicals usually yieldsmore oxidized ones which are in most cases more easily biodegradable
than the former ones. This is the general idea that yields to the combination of a chemical
oxidation processes. Oxidation with ozone or hydrogen peroxide has been found to be an
important alternative to chlorination, because the oxidation does not result in toxicchlorinated
organic compound .Advanced OxidationTechnologies (AOTs),including Advanced Oxidation
Process (AOPs)[2].
1.1AIM AND OBJECTIVE
AIM
To study the effect of light on the pollutants present in water. To study the effect of light in combination with catalyst like TiO2. To study and design a suitable UV assisted treatment process for industrial
wastewater.
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OBJECTIVES
To investigate and removal of organic pollutant from wastewater. To degrade textile effluent ORdecolorization of a Reactive Dye. To reduce the harmful effect of textile effluent. To study the effect of time irradiation of UV light towards degradationactivities To study the effect of catalyst concentration towards the photocatalyticdegradation. To remove or to degrade harmful chemical present in wastewater.
1.2 SCOPE OF STUDY
The work in this project will be focused on the potential utilization of UV radiation
and catalyst which produces OH radicals with water.Photocatalysis are the combination of
using a catalyst and UV or visible light for the treatment of wastewaters pollutants[6]. When
illuminating a photocatalyst using UV or visible light, various organic compounds (e.g.,
aromatic, organochloride and organ phosphorous compounds) can be oxidized and
mineralized at the photocatalyst surface or oxidized in solution ambient and atmospheric
conditions.Photocatalysis is one of the most important advanced oxidation technologies. It is
used for oxidative treatment of wastewater containing various organic and inorganic
compounds. Various physical, chemical and biological pre-treatment and post-treatment
techniques have been developed over the last two decades to remove color from dye
contaminated wastewaters in order to cost effectively meet environmental regulatory
requirements. Chemical and biological treatments have been conventionally followed till now
but these treatment methods have their own disadvantages. The aerobic treatment process is
associated with production and disposal of large amounts of biological sludge, while
wastewater treated by anaerobic treatment method does not bring down the pollution
parameters to the satisfactory level and activated charcoal adsorption and air strippingmethods simply transfer the pollutants from one medium to another. They either transfer it to
the atmosphere, which causes air pollution, or to a solid which is often disposed of in landfills
or must be treated in an energy-intensive regeneration process. Merely transferring toxic
materials from one medium to another is not a long term solution to the problem of hazardous
waste loading on the environment[1] These methods rely on the formation of highly reactive
chemical species that degrade more number of recalcitrant molecules into biodegradable
compounds and are called advanced oxidation processes (AOPs)
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2. LITERATURE REVIEW
Industrial development is pervasively connected with the disposal of number of
toxicpollutants that are harmful to the environment & the human and are also not easily
degraded in nature. Wastewater generated from industries which degrades local streams with
bacteriaand other pollutants, threatening human health, landmass fertility, and our
environment. In order to meet international standards treatment of industrial water containing
pollutants is mandatory. The removal of organic pollution from water supplies has
traditionally been effected by adsorption with activated carbon. For this reason attention is
being given to alternative photocatalytic oxidation processes for water treatment, frequently
referred to as advanced oxidation processes. The object of destructive oxidation processes is
to mineralize organic contaminants, i.e., convert them to carbon dioxide, water and the
oxidised inorganic anions of any heteroatoms present. These processes frequently include the
addition of oxidizing agents such as hydrogen peroxide,TiO2 ,ZnO etc in the presence of a
UV light. Hydroxyl radicals are known to be involved in most of these processes.[12]
2.1.1ADVANCED OXIDATION PROCESSES:
In 1987, Glaze defined AOPs as near ambient temperature andpressure water
treatment processes which involve the generation of hydroxyl radicals in sufficient quantity
to effect water purification. The hydroxyl radical (OH) is a powerful, non-selective
chemical oxidant (Table 1), which acts very rapidly with most organic compounds.The
reaction rate constants of molecular ozone with different organic compounds.These reaction
rate constants vary in quite a wide range from 0.01 to 104
M1
s1
. Once generated, the
hydroxyl radicals aggressively attack virtually all organic compounds. Depending upon the
nature of the organic species, two types of initial attack are possible: the hydroxyl radical can
abstract a hydrogen atom from water, as with alkanes or alcohols, or it can add itself to the
contaminant, as in the case of olefins or aromatic compounds.[5]
Methods Available for generating OH radicals:-[5]
Several methods are available for generating OH radicals. These include both non-
photochemical and photochemical methods:
1. Ozonation at elevated pH (>8.5)
2. Ozone + hydrogen peroxide (O3/H2O2)
3. Ozone + catalyst (O3/CAT)4. Fenton system (H2O2/Fe2+)
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5. O3/UV
6. H2O2/UV
7. O3/H2O2/UV
8. Photo-Fenton/Fenton-like systems
9. Photo catalytic oxidation (UV/TiO2)
10. Sonophotocataytic oxidation
Table 1.Relative oxidation power of some oxidizing species [5]
Sr.No Oxidizing Species Relative oxidation Power
1. Chlorine 1.00
2. Hypochlorous acid 1.10
3. Permaganate 1.24
4. Hydrogen Peroxide 1.31
5. Ozone 1.52
6. Atomic oxygen 1.78
7. Titanium Dioxide 2.35
8. Hydroxyl radical 2.05
A common reaction is the abstraction of hydrogen atom to initiate a radical chain
oxidation: [5]RH +
OH H2O +
R(1)
2OH H2O2 (2)
R + H2O2 ROH +
OH(3)
R + O2 ROO(4)
ROO+ RH ROOH + R(5)
2.1.2 PHOTOCATALYSIS [4]
Photocatalysis is defined as the acceleration of a photoreaction in the presence of a
catalyst, while photolysis is defined as a chemical reaction in which a chemical compound is
broken down by photons. In catalyzed photolysis, light is absorbed by an adsorbed
substrate.Photocatalysis on semiconducting oxides relies on the absorption of photons with
energy equal to or greater than the band gap of the oxide, so that electrons are promoted from
the valence band to the conduction band:
Semiconductor +hv h++e
-
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2.1.3 PHOTOCATALYTIC TREATMENT OF PRIORITY POLLUTANTS
T.E. Agustina and H.M. Ang (2005) gave a synergistic effect of photocatalysis and
ozonation for the treatment of wastewater that contain recalcitrant organic compounds, such
as organohalogens,organic pesticides, surfactants, and colouring matters, wastewater
engineers are now required to develop advanced treatment processes. A promising way to
perform the mineralization of this type of substance is the application of an advanced
oxidation process (AOPs). [7]
The photocatalytic degradation and oxidation to carbon dioxide of aqueous phenol
solutions have been studied (R.W. Matthews and S.R. McEvoy (1992)) using natural sunlight
in geometries simulating shallow ponds. The photo catalyst was titanium dioxide freely
suspended in the solution or immobilized on sand or silica gel. Photo degradation rates wereapproximately three times faster with the free suspension than with the immobilized catalyst
under the same conditions, and were dependent on the time of the year and the time of the
day. The seasonal variation correlated roughly with seasonal solar irradiance tabulations for
the UV component of the spectrum. [8]
Advanced oxidation processes (AOPs) are used for the treatment of wastewaters
containing non-easily removable organic compounds (Marc Pera-Titus et al. (2003)).
Chlorophenols (CPs) are a group of special interest due to their high toxicity and low
biodegradability. Data concerning the degradation of CPs by means of AOPs reported during
the period 19952002 are evaluated in this work. Among the AOPs, the following
techniques are studied: processes based on hydrogen peroxide (H2O2+UV, Fenton, photo-
Fenton and Fenton-like processes), photolysis, photocatalysis and processes based on ozone
(O3, O3+UV and O3+catalyst). Half-life times and kinetic constants for CP degradation are
reviewed and the different mechanistic degradation pathways are taken into account. [12]
The photochemical oxidationof phenol and chlorophenol aqueous solutions in a batch
recycle photochemical reactor using ultraviolet irradiation, hydrogen peroxide and TiO2 (as
photocatalyst) was studied. The study showed that the combined treatment process was the
most effective process under acidic conditions and showed a higher rate of degradation of
phenol and chlorophenol at a very short radiation time. The reaction was found to follow the
first order kinetics and was influenced by the pH, the input concentration of H2O2 and the
dosing amount of the TiO2 photocatalyst. The results indicate maximum 74.6% and 79.8%
degradation of phenol and chlorophenol respectively within 90 minutes of radiation time.[11]
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A comparative study of the treatment of raw and biotreated (upflow anaerobic
sludgeblanket, UASB) textile dye bath effluent using advanced oxidation processes (AOPs) is
presented. The AOPs applied on raw and biotreated textile dye bath effluent, after
characterization in terms of COD, colour, BOD and pH, were ozone, UV, UV/H 2O2 and
photo-Fenton. The decolorization of raw dye bath effluent was 58% in the case of ozonation.
However it was 98% in the case of biotreated dye bath effluent when exposed to UV/H2O2.
It is, therefore, suggested that a combination of biotreatment and AOPs be adopted to
decolorize dye bath effluent in order to make the process more viable and effective.
Biodegradability was also improved by applying AOPs after biotreatment of dye bath
effluent.[13]
A process ofpesticide removal from industrial waste water using Fentons reaction
has been analyzed. Most of the pesticide were completely degraded at H2O2 concentration of2.5 gm/dm
3; however, only at 5g/dm
3were all examined pesticide completely removed and
the result repeatable. Organo-chlorine pesticides were removed with efficiency of more than
90%.[14]
3. MATERIALS AND METHODS:-
3.1 MATERIALS:-
INDUSTRIALWASTEWATER(textile , pharmaceutical,fertilizer,etc) andSynthetic Waste water of (phenol, Dyes, oxalic acid, humic acid,etc)
CATALYST(H2O2, ZnO of Merck Chemical) UVLIGHT(8volt, 11 inch, ofOsramCompany) and its assembly. pH METER
pH of the solution was monitored by, pH Meter
AIR SPARGERAir is continuously supplied during experiments in UV reactor order to oxidize the
organic matter.
Analysis of sample will be done by UV Spectrophoto Meter.3.2 Method
Experimental Procedure
As shown in below figure UV reactor consist of UV lamp, UV lamp chock, and UV
lamp glass Sleeve, electrical Connection, Effluent holding glass cylinder. Glass cylinder
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which holds effluent is rapped with aluminumfoil, which acts as reflector for UV rays to
transmit it back.UV lamp is placed in glass sleeve as shown in figure.A known quantity of
effluent is taken in glass cylinder and hydrogen peroxide is added which act as catalyst.
The mixture is irradiated with UV light for known period of time. The degradation of
pollutants is than measured with the help of UV spectrophotometer.
Tentative Experimental set-up of PhotocatalyticReactor:-
EFFECT AND PRECAUTION:-
Effect of UV light
Exposure of UV lightis harmful to the skin and eyes. Excessive UV light exposure cause painful sunburn, accelerate wrinkling and increase
the risk of skin cancer.
UV light causes eye inflammation, cataracts, and retinal damage.Precaution while handling UV light
A person handling UV light must cover his body fully. Eye must be cover with UV light barring goggles. Hand must be covered with gloves. Face must be covered with cloth mask. Body parts which are bare must be applied with sunscreenlotion.
PROBABLE OBSERVATIONS:-
Colour change
Turbidity
UV Tube
Glass Sleeve
For UV Tube
GlassCylinder
UV lamp electric
supply
UV lamp chock
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OBSERVATION TABLE:-
Sr.No Sample Catalyst Initial
concentration
Final
concentration
Light
Power
(W)
Contact
Time
(min)
PROBABLE RESULTS AND DISCUSSIONS
The photocatalytic degradation of waste water sampleunder UV irradiation employing
H2O2.Photocatalysis by H2O2involves under UV light excitation the generation of e- and h+
in the conduction and valence band, respectively. These species undergo charge transfer
reactions across the interface with oxygen, water and organic pollutants. The reaction of h+
with -OH or H2O leads to the generation of reactive. OH radicals having, which are powerful
oxidants attacking the recalcitrant organic compounds of interest. [1,11]
PROBABLE CONCLUSIONS
Photocatalysis is a promising technique, for the photodegradation of various
hazardouschemicals that are present in industrial wastewater and it mineralize the organic
contaminants, into final end product. Photocatalysis is eco-friendly way to reduce
thepollutants load of wastewater.[12]The advanced chemical oxidation processes used
successfully in the removal of organic pollutants from its aqueous solution which is helpful to
determine the optimum conditions for their removal from industrial wastewater containing
organic pollutants with high removal efficiency.While at neutral and basic pH there was a
major contribution of the free radical pathway and the addition of hydrogen peroxide can
promote or inhibit the reaction of free radical. Method can be used as a preliminary step prior
to a biological wastewater treatment. The biodegradability of the treated waste increased with
increasing in hydrogen peroxide this revealed that destruction of organic pollutants.
[2]Photocatalysis offers some significant advantages over competing technologies such as
adsorption on activated carbon in those areas where photocatalysis can
compete.Photocatalysis could become even more viable by increasing the intensity of the
source used to activate the catalyst.[9]
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REFERENCES
1. S.Kaur,2007, Light induced oxidative degradation studies of organic dyes and thereintermediates, school of chemistry and biochemistry Thapar university Patiala.
2. I.G.Rashed,M.A.Hanna,H.F.El-Gamal, Overview on chemical oxidation technologyin wastewater treatment ,Ninth international water technology conferences,IWTC9
2005, sharm El-Sheikh Egypt.pg.no.115-132
3. S.P.Devipriya,S.Yesodharan , May 2010 Photocatalytic degradation of phenol inwater using TiO2and ZnO , Journal of environmental biology page no.247-249.
4. F.H.Hussain, Chapter 12 photchemical treatment of textile industries wastewater,chemistry dep. College of science, Babylon university IRAQ.
5. R.Munter, 2001, Advanced oxidation process-current status and prospects,proc.EstonianAcad.Sci.chem., page no.59-80.
6. Metcalf And Eddy, Inc Wastewater Engineering Treatment And Reuse , FourthEdition.PageNo.95, 1298 to1329,1196 to 1202
7. Kobal L., 2007, Advanced technologies for colour removal and technological waterreuse of textile effluent,University Ofnova goria graduate school.
8.
E.S.Elmolla,M.Chaudhry, Antibiotics wastewater treatment , International seminaron civil and infrastructure engineering 11-12 june 2008 University
TeknologyMara,ShahAlam ,page no.1-7.
9. Watler.A.Zeltner, Shedding Light on photocatlysis,American Society of heating,refrigerating Air-Condationing Engineers. Page No 523-534.
10.M.Fiter,A.Canut,G.Badal,A.Pasual, oct29-30 2007 Advanced oxidation process forthe organic matter removal of agro-food brine wastewater, IOA conference and
exhibition Valencia,Spain, Page No 1-6.
11.Abhilasha Dixit, A.K.Mungray and MousumiChakraborty, 2010, PhotochemicalOxidation of Phenol and Chlorophenol by UV/H2O2/TiO2 Process : A Kinetic Study,
International Journal of Chemical Engineering and Applications, Vol. 1, No. 3,
12.SumitRana, JUNE-2009, The photocatalytic degradation of priority pollutants,Department of biotechnology & environmental sciences,Thapar university Patiala-
147004 (Punjab)
13.Muhammad*, A. Shafeeq, M. A. Butt, Z. H. Rizvi, M. A. Chughtai and S.Rehman,2008, Decolorization and removal of cod and bod from raw and biotreated
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textile dye bath effluent through advanced oxidation processes (AOPS), Institute of
Chemical Engineering & Technology, University of the Punjab, Brazilian Journal of
Chemical Engineering, Vol. 25, No. 03, page No. 453459
14.K.barbusinki, K.Filipek, 2001, Use of Fentons Reagent for Removal of Pesticidefrom Industrial Wastewater, Institute of Water and Wastewater Engineering, Silesian
University of Technology, Poland; Polish Journal of Environmental Studies
Vol.10,No.4,Page No.207-212
Student Signature Guide Signature
(Mr.NileshKumar Thanvi) (Prof.S.V.Khedkar)