This study reviews catalytic ozonation AOPs and traditional ozone-based AOPs to compare their efficiency for degradation of ozone-recalcitrant compounds. With the world’s population increasing and water becoming a scarce resource, it is important to improve current water recycling methods. Recycling water will play a large role in accommodating the increasing demand, but it will also be necessary to be improve the level of treatment in order to account for emerging contaminants (ECs) such as pharmaceuticals and personal care products. Advanced oxidation processes (AOPs) have been developed to degrade ECs that are not effectively removed by conventional wastewater treatment. The goal of implementing AOPs is to promote the formation of hydroxyl radicals (•OH), which are stronger oxidants than ozone, to degrade recalcitrant compounds. Current AOPs under investigation include ozonation of metal and carbon-based catalysts, known as catalytic ozonation. Traditional ozone-based AOPs currently in use include UV combined with ozone (UV/O3) and hydrogen peroxide combined with ozone (H2O2/O3). Seventeen studies were reviewed to analyze the effectiveness of multiple carbon- and metal oxide-catalytic ozonation AOPs, compared to traditional AOPs. These studies varied in reactor type, water source, pH, catalyst pretreatment, inclusion of competitor species, and flow regime. The variety of testing conditions made comparison difficult, so all studies were compared based on contaminant removal efficiency and degradation rate, as well as general EC degradation and removal of TOC. The addition of metal oxides during ozonation consistently increased rate of removal and in some cases, even doubled the reaction rate. Catalytic ozonation consistently decreased total organic carbon (TOC) levels amongst multiple studies, even in the presence of competitor species. Future work should study the formation and subsequent breakdown of reaction intermediates, role of competitor species, and impact of sorption to the ozonation catalyst.

Due to the widespread application of pesticides and herbicides in agricultural industries, these substances have been highlighted as emerging contamination of natural ground and surface water resources. Conventional water treatment processes are only effective in removing emerging contaminants in water. The mechanism of degradation of organic impurities present in water using ozone is known to either directly involve the ozone molecule or to occur by the indirect effect of free hydroxyl radicals (•OH). The latter are produced in the radical chain reaction of ozone decomposition. A series of experiments were carried out to investigate the effects of particle sizes of nano-ZnO catalysts on removal of atrazine (ATZ). Nano-ZnO catalysts increase the rate of ozone decomposition and atrazine removal by production of hydroxyl radicals as oxidative intermediates. However, different particle sizes have a minimal effect on the rate of ozone decomposition and atrazine removal. It is believed that molecular ozone is adsorbed on the surface of nano-ZnO followed by the oxidation of the ozone molecule. This leads to the production of OH radicals. Therefore, it is reasonable to assume that reaction is carried out in the bulk of the solution and the rate is independent of catalyst’s surface area. This is probably the reason for similar reaction rates of different particle sizes of nano-Zno catalysts. Additionally three different metal oxides (ZnO, Mn2O3 and Fe2O3) loaded on ƴ-alumina and ƴ-alumina (metal oxide-free) were used in catalytic ozonation of aquatic atrazine samples. The findings substantiate the strong influence of molecular ozone on degradation of ATZ and the partial involvement of hydroxyl radicals in the mechanism. Based on adsorption studies, atrazine has a low affinity towards adsorption on the surface of the catalysts. It is logical to assume that ozone reacts with the hydroxyl groups of the catalyst to form a highly reactive metal-ozone complex. This layer could react with a molecule of atrazine through an electron-transfer mechanism. The residual concentration of ATZ and total organic carbon (TOC) were determined by High Performance Liquid Chromatography (HPLC) and Total Organic Carbon (TOC) analyses.

The presence of micropollutants, particularly pesticides, in surface waters across Canada has been of concern not only for their environmental impact, but also for their potential effects on human health and recalcitrant nature to conventional water treatment methods. Although ozone has been mainly applied for disinfection of drinking water, oxidation of trace organics by ozonation has been considered potentially effective. In an effort to meet increasingly stringent drinking water regulations, different solid catalysts have been used to enhance the removal of water contaminants by ozonation. In spite of the increasing number of data demonstrating the effectiveness of heterogeneous catalytic ozonation, the influence of different factors on the efficiency of micropollutants oxidation is still unclear.<p> In the present work, application of three solid catalysts in ozonation of two model micropollutants in pure water was examined using a laboratory-scale reaction system over a range of operating conditions. The three catalysts investigated were activated carbon, alumina, and perfluorooctyl alumina, and the two model micropollutants were the pesticides atrazine and 2,4-dichlorophenoxyactic acid. The effects of solution pH, presence of a radical scavenger, pesticide adsorption on catalyst, and catalyst dose on micropollutant removal were investigated. Solution pH was found to significantly influence the catalyst ability to decompose ozone into free hydroxyl radicals. The effect of these free radicals was markedly inhibited by the radical scavenger resulting in a negative impact on pesticides degradation. In general, the removal rate of pesticides was found to increase with increasing doses of catalyst.<p> In the ozonation process in the presence of activated carbon, atrazine removal rates increased four and two times when using a catalyst dose of 0.5 g L-1 at pH 3 and 7, respectively, whereas observed reaction rates for 2,4-D increased over 5 times in the presence of 1 × 10-4 M tert-butyl alcohol at pH 3. In the ozonation system catalyzed by 8 g L-1 alumina, the observed reaction rate constant of atrazine removal notably improved at neutral pH by doubling the micropollutant removal rate. For the pesticide 2,4-D in the presence of 1 × 10-4 M tert-butyl alcohol at pH 5, the observed removal rate was over ten times higher than that for the non-catalytic ozonation process using also using a catalyst dose of 8 g L-1. Modification of alumina to produce perfluorooctyl alumina resulted in a material able to significantly adsorb atrazine, while not exhibiting affinity for adsorption of 2,4-D. In spite of its adsorptive properties, perfluorooctyl alumina was found to enhance neither molecular ozone reactions nor ozone decomposition into hydroxyl radicals. Thus, the observed removal rates for atrazine and 2,4-D by ozonation in the presence of perfluorooctyl alumina did not increase significantly.

The presence of micropollutants, particularly pesticides, in surface waters across Canada has been of concern not only for their environmental impact, but also for their potential effects on human health and recalcitrant nature to conventional water treatment methods. Although ozone has been mainly applied for disinfection of drinking water, oxidation of trace organics by ozonation has been considered potentially effective. In an effort to meet increasingly stringent drinking water regulations, different solid catalysts have been used to enhance the removal of water contaminants by ozonation. In spite of the increasing number of data demonstrating the effectiveness of heterogeneous catalytic ozonation, the influence of different factors on the efficiency of micropollutants oxidation is still unclear.<p> In the present work, application of three solid catalysts in ozonation of two model micropollutants in pure water was examined using a laboratory-scale reaction system over a range of operating conditions. The three catalysts investigated were activated carbon, alumina, and perfluorooctyl alumina, and the two model micropollutants were the pesticides atrazine and 2,4-dichlorophenoxyactic acid. The effects of solution pH, presence of a radical scavenger, pesticide adsorption on catalyst, and catalyst dose on micropollutant removal were investigated. Solution pH was found to significantly influence the catalyst ability to decompose ozone into free hydroxyl radicals. The effect of these free radicals was markedly inhibited by the radical scavenger resulting in a negative impact on pesticides degradation. In general, the removal rate of pesticides was found to increase with increasing doses of catalyst.<p> In the ozonation process in the presence of activated carbon, atrazine removal rates increased four and two times when using a catalyst dose of 0.5 g L-1 at pH 3 and 7, respectively, whereas observed reaction rates for 2,4-D increased over 5 times in the presence of 1 × 10-4 M tert-butyl alcohol at pH 3. In the ozonation system catalyzed by 8 g L-1 alumina, the observed reaction rate constant of atrazine removal notably improved at neutral pH by doubling the micropollutant removal rate. For the pesticide 2,4-D in the presence of 1 × 10-4 M tert-butyl alcohol at pH 5, the observed removal rate was over ten times higher than that for the non-catalytic ozonation process using also using a catalyst dose of 8 g L-1. Modification of alumina to produce perfluorooctyl alumina resulted in a material able to significantly adsorb atrazine, while not exhibiting affinity for adsorption of 2,4-D. In spite of its adsorptive properties, perfluorooctyl alumina was found to enhance neither molecular ozone reactions nor ozone decomposition into hydroxyl radicals. Thus, the observed removal rates for atrazine and 2,4-D by ozonation in the presence of perfluorooctyl alumina did not increase significantly.

Ozonation is an efficient method to degrade refractory organics in textile wastewaters. In recent years, catalytic ozonation is applied to reduce ozone consumption and to increase chemical oxygen demand and total organic carbon (TOC) removal efficiencies. The ozonation of two industrial dyes, namely Acid Red-151 (AR-151) and Remazol Brilliant Blue R (RBBR) was examined separately both in a semi-batch reactor and also in a fluidized bed reactor (FBR) by conventional and catalytic ozonation with alumina and perfluorooctyl alumina (PFOA) catalysts. The conventional and catalytic ozonation reactions followed a pseudo-first order kinetics with respect to the dye concentration. The highest COD reductions were obtained in the presence of the catalysts at pH=13, with alumina for AR-151 and with PFOA for RBBR. Residence time distribution experiments were performed to understand the degree of liquid mixing in the reactor. The behaviour of the FBR was almost equivalent to the behaviour of one or two completely stirred tank reactors in series in the presence of the solid catalyst particles. The volumetric ozone-water mass transfer coefficients (kLa) were found at various gas and liquid flow rates and catalyst dosages in the FBR. A model was developed to find kLa in the reactor by comparing the dissolved O3 concentrations in the experiments with the model results. kLa increased significantly by the increase of gas flow rate. Higher catalysts dosages at the fluidization conditions yielded higher kLa values indicating higher rates of mass transfer. Dye ozonation experiments without catalyst and with alumina or PFOA catalyst were conducted at different conditions of the inlet dye concentration, gas and liquid flow rates, inlet ozone concentration in the gas, catalyst dosage, particle size and pH. The dye and TOC removal percentages were increased with the increase of gas flow rate and with the decrease of both the liquid flow rate and inlet dye concentration. The addition of the catalyst was beneficial to enhance the TOC degradation. The ozone consumed per liter of wastewater was much lower when the catalyst was present in the reactor. In terms of TOC removal and O3 consumption, the most efficienct catalyst was PFOA. According to the organic analysis, the intermediate by-products were oxalic, acetic, formic and glyoxalic acids in RBBR and AR-151 ozonation. The dye and dissolved ozone concentration profiles were predicted from a developed model and the model results were compared with the experimental results to obtain the enhanced kLa values. The presence of the chemical reaction and the catalysts in the FBR, enhanced the kLa values significantly. The enhancement factor (E) was found as between 0.97 and 1.93 for the non-catalytic ozonation and 0.96 and 1.53 for the catalytic ozonation at pH = 2.5. The dimensionless number of Hatta values were calculated between 0.04-0.103 for the sole ozonation of RBBR and AR-151 solutions. According to the calculated Ha values, the reaction occurred in the bulk liquid and in the film being called as the intermediate regime in the literature.

Textile wastewaters are highly colored and non-biodegradable having variable compositions of colored dyes, surfactants and toxic chemicals. Recently, ozonation is considered as an effective method that can be used in the treatment of industrial wastewaters / catalytic ozonation being one of the advanced oxidation processes (AOPs), is applied in order to reduce the ozone consumption and to increase the chemical oxygen demand (COD) and total organic carbon (TOC) removals. In this study, catalytic ozonation of industrial textile wastewater (ITWW) obtained from AKSA A.S. (Yalova, Istanbul) textile plant has been examined in a three phase fluidized bed reactor at different conditions. The effects of inlet chemical oxygen demand concentration (CODin), pH, different catalyst types [perflorooctyl alumina (PFOA) and alumina] and catalyst dosage on ozonation process were determined. Moreover, the changes in the organic removal efficiencies with gas to liquid flow rate ratio were investigated. The dispersion coefficients (DL) and volumetric ozone-water mass transfer coefficients (kLa) were estimated at various gas and liquid flow rates in order to observe the effect of liquid mixing in the reactor on ozonation process. It was observed that increasing both gas and liquid flow rates by keeping their ratio constant provided higher organic removal efficiencies due to the higher mixing in the liquid phase. The dyes present in ITWW sample were known to be Basic Blue 41 (BB 41), Basic Red 18.1 (BR 18.1) and Basic Yellow 28 (BY 28). The &ldquo / absorbance vs. concentration&rdquo / calibration correlations were developed to estimate the amounts of these colored dyes in the ITWW sample. This provided the opportunity to examine the degradation of each dye in this wastewater separately. While PFOA catalyst was found to increase the removal efficiency of BY 28 at an acidic pH of 4, alumina yielded highest color removals for BB 41 and BR 18.1 at a pH of 12. The highest TOC and COD reductions being 24.4% and 29.5%, respectively, were achieved in the catalytic ozonation of the ITWW using alumina as the catalyst at a pH of 12 and at a gas to liquid flow rate ratio of 1.36 (QG = 340 L/h, QL = 250 L/h). At the same conditions, also the highest overall color removal in terms of Pt-Co color unit, namely 86.49%, were obtained due to the lower BY 28 concentration in the WW sample than those of the BB 41 and BR 18.1. In addition, the oxidation of BB 41, BR 18.1 and BY 28 dyes were investigated in a semi-batch reactor by sole and catalytic ozonations with alumina and PFOA catalyst particles. The sole and catalytic ozonation reactions followed a pseudo-first order kinetics with respect to dye concentration. The highest TOC and COD removals being 58.3% and 62.9%, respectively, were obtained at pH of 10 for BB 41 and 55.2% and 58.8%, respectively, for BR 18.1 with alumina catalyst. On the other hand, for BY 28 PFOA catalyst yielded highest TOC and COD reductions being 61.3% and 66.9%, respectively, at pH of 4.

Environmental regulations have imposed limitations on a wide variety of organic and inorganic pollutants in industrial textile wastewaters. There are several degradation methods used in literature studies. Among these methods ozonation is one of the most considered way to degrade refractory chemicals in textile wastewaters. In recent years, catalytic ozonation as being one of the advanced oxidation processes (AOPs), is applied to reduce the ozone consumption and to increase the Chemical Oxygen Demand (COD) and Total Organic Carbon (TOC) removals. Ozonation and catalytic ozonation of single and mixed dye solutions have been examined both in a semi-batch reactor and also in a three phase fluidized bed reactor. The dyes that are used in this study are Basic Blue 41 (BB-41), Basic Yellow 28 (BY-28) and Basic Red 18.1 (BR-18.1), these dyes are obtained from AKSA A.S. (Yalova, Istanbul) textile plant. In order to measure the concentration of each dye in the mixed dye solution, &ldquo / absorbance vs. concentration&rdquo / calibration correlations were developed. The effect of inlet dye concentration, inlet gas and liquid flow rates, pH, catalyst type [perflorooctyl alumina (PFOA) and alumina] and catalyst dosage were determined experimentally. Catalyst characterization analyses were done in order to determine the maximum number of times that the catalyst can be used and it was found to be 3 times. Gas washing bottle experiments are conducted to find the v amount of ozone required to oxidize one mole of each dye used in the study. Oxidation of BB-41, BR-18.1 and BY-28 dyes were investigated in a semi-batch reactor as single dye solutions by sole and catalytic ozonation with alumina and PFOA catalyst particles. The highest TOC and COD removals being 58.3% and 62.9%, respectively, were obtained at pH of 10 for BB-41 and 55.2% and 58.8%, respectively, for BR-18.1 with alumina catalyst. On the other hand, for BY-28 PFOA catalyst yielded highest TOC and COD reductions being 61.3% and 66.9%, respectively, at pH of 4. Minimum fluidization velocity (uL,min), the hold-up values of gas, liquid and solid phases, the dispersion coefficients (DL), and volumetric ozone-water mass transfer coefficients (kLa) were estimated at various gas and liquid flow rates in order to observe the effect of liquid mixing in the reactor on ozonation process. While PFOA catalyst was found to be effective in oxidizing BY-28 in acidic conditions (pH=4), BR-18.1 and BB-41 are degraded in alkaline medium (pH=10) with alumina catalyst better compared to acidic conditions. For catalytic ozonation reactions in fluidized bed reactor, the highest dye removals in mixed dye solution were observed for BY- 28 being 99.29% for gas flow rate (QG) of 340 L/h, liquid flow rate (QL) of 150 L/h and pH=4, initial dye concentration being 30 mg/L of each dye with PFOA catalyst, while for BR-18.1 and BB-41 being 95.39% and 97.95% respectively for QG = 340 L/h, QL = 150 L/h and pH=10, initial dye concentration being 30 mg/L of each dye with alumina catalyst. The highest TOC and COD reductions, 25.2% and 32.4%, respectively, were achieved in the catalytic ozonation of the mixed dye using PFOA as the catalyst at a pH of 4 and at a gas to liquid flow rate ratio of 2.26 (QG = 340 L/h, QL = 150 L/h). Highest dye removals were obtained at the same gas and liquid flow rates as those of the highest TOC and COD reductions in the experiments. Empirical TOC removal equations were obtained as a function of inlet TOC concentration, solution pH, gas and liquid flow rates.

In China, the textile industry is important for the economy. However, the industry contributes to emissions of organic material and other pollutants. This affects the environment and the quality of life for people and animals. All over the world, water scarcity is becoming an increasing problem, which is why the UN has water purification as one of the goals for sustainable development. To achieve these goals and the regulations in countries, wastewater is purified in water treatment plants before it is discharged. One of the methods that can be used to purify water is catalytic ozonation, an oxidation process in which ozone is used as an oxidant to break down organic material. Catalysts, usually metal oxides, are used to increase the selectivity and the reaction rate. However, this is a relatively unexplored area in water purification and several details within the process are unknown, such as optimal conditions for various catalysts and the exact reaction mechanism. In this work, catalytic ozonation treatment with the metal oxide MnOx-CeOx/γ-Al2O3 has been investigated. Firstly, a literature study was carried out to find earlier research in the field. Then experiments were conducted, varying four different factors and the impact these factors had on the catalytic ozonation was analyzed. The factors examined were contact time, ozone dosage, gas flow and amount of catalyst. All factors had three different levels. COD and UV254 were analyzed to find the conditions that gave the highest reduction of organic matter. The highest reduction of COD was 67 % which gave a COD concentration of 23 mg/L and UV254 90 %. Since the regulations on COD emissions in China are 30 mg/L, the catalytic ozonation gave a satisfying result. The result showed that the highest yield was achieved at the highest level for contact time (40 min), ozone dosage (0.3 mg/L) and amount of catalyst (100 % filled reactor), but the second highest for the gas flow (0.3 L/min). However, the contact time was calculated to be the only significant factor for reducing COD in water. The other factors did not have a significant effect on the reduction of COD or UV254. Furthermore, the conditions that were calculated to give the greatest reduction were used to analyse the reduction of impurities in the wastewater with three dimensional fluorescence. Three dimensional fluorescence showed that the wastewater contained organic compounds, mainly aromatic proteins, soluble microbial by-products and humic acids. All of these compounds were reduced during the catalytic ozonation with MnOx-CeOx/ γ-Al2O3. The residual amount of ozone was analyzed in effluent gas flow was measured with different incoming gas flows. The residual ozone after the ozone treatment was approximately 45 % of the ingoing gas flow. / I Kina är textilindustrin viktig för ekonomin. Dock bidrar industrin till utsläpp av organiskt material och andra föroreningar. Detta påverkar miljön och livskvalitén för människor och djur. Världen över börjar vattenbrist bli ett allt större problem, varför FN har med vattenrening som ett av målen för hållbar utveckling. För att nå dessa mål och de regleringar som gäller renas avloppsvatten i vattenreningsanläggningar innan det släpps ut. En av de metoder som kan användas för att rena vattnet är katalytisk ozonbehandling, vilket är en oxidationsprocess där ozon används som oxidationsmedel för att bryta ned organiskt material. För att öka selektiviteten och reaktionshastigheten används katalysatorer, vanligen metalloxider. Detta är dock ett relativt outforskat område inom vattenrening och flera detaljer inom processen är okända, såsom optimala betingelser och reaktionsmekanismen. I detta arbete har därför katalytisk ozonbehandling med metalloxiden MnOx-CeOx/ γ-Al2O3 undersökts. Först utfördes en litteraturstudie för att ta fram tidigare forskning inom området. Därefter utfördes experiment där fyra olika faktorers påverkan på den katalytiska ozonbehandlingen analyserades. De faktorer som undersöktes var uppehållstid, ozondosering, gasflöde och mängd katalysator. Samtliga faktorer hade tre olika nivåer. De faktorer som analyserades var COD och UV254 för att hitta de förhållanden som gav högst reduktion av organiskt material. Den högsta reduktionen av COD var 67 %, vilket gav en COD-koncentration på 23 mg/L och UV254 reducerades upp till 90 %. Eftersom gränsen på COD-utsläpp i Kina är 30 mg / L gav den katalytiska ozonbehandlingen ett tillfredsställande resultat. Det nivåer som gav bäst utbyte var de högsta för uppehållstiden (40 min), ozondoseringen (0.3 mg/L) och mängden katalysator (100 % fylld reaktor), men den näst högsta för gasflödet (0.3 L/min). Den enda faktorn som hade en signifikant påverkan på reduktionen av organiskt material var dock uppehållstiden. Övriga faktorer hade ingen signifikant påverkan på varken reduktionen av COD eller UV254. Vidare användes ändå de nivåer som beräknats ge störst reduktion av organiskt material för att analysera reduktionen av föroreningar i avloppsvattnet med tredimensionell fluorescens. Avloppsvattnet innehåller organiskt material som aromatiska proteiner, lösliga mikrobiella biprodukter och humussyror och dessa föroreningar reducerades vid katalytiska ozonbehandlingen med MnOx-CeOx/ γ-Al2O3. Dessutom analyserades resterande mängd ozon i utgående gasflöde vid olika storlek på ingående gasflöde. Resterande mängd ozon efter ozonbehandlingen var ungefär 45 % av ingående mängd.

O chorume é um líquido produzido na decomposição dos resíduos sólidos e apresenta riscos ambientais, devido à variedade de substancias poluentes presentes na matriz. O chorume in natura utilizado neste trabalho foi proveniente do aterro sanitário de Cachoeira Paulista - SP, sendo caracterizado com elevadas concentrações de COT (1233,33 mgL-1), DQO (3565,0 mgL-1) e DBO5/DQO = 0,099. Diante da baixa biodegradabilidade do chorume (DBO5/DQO < 0,2), utilizou-se a ozonização catalítica, em presença de ferro, em sistema contínuo, como uma alternativa para viabilizar o tratamento deste efluente. Diversas configurações de reatores foram avaliadas, sendo utilizados, inicialmente, reatores contínuos rudimentares (PVC). As avaliações reacionais e operacionais dos protótipos possibilitaram a elaboração de um reator construído com bases conceituais de engenharia, confeccionado em vidro borosilicato, e em dois módulos: o corpo do reator com duas entradas, sendo uma de alimentação, localizada acima, e a outra de introdução de ozônio, que foi feita por meio de um difusor de vidro sinterizado na base do reator. O segundo módulo foi feito para garantir que a espuma formada durante a reação fosse eliminada pela quebra da tensão através de ar comprimido, retornando-a, sob a forma líquida, ao sistema. As avaliações iniciais da ozonização catalítica do chorume in natura, para a verificação da potencialidade deste tratamento, foram realizadas sem o uso de um planejamento experimental, sendo o melhor resultado obtido na ordem de 72,64 % para a redução de COT. Após a seleção do reator de ozonização para o processo contínuo e a escolha do íon ferroso como catalisador, foi elaborado um planejamento fatorial fracionado (24-1) para avaliação das variáveis (potência, vazão de saída do reator, concentração de Fe2+, pH), no qual, o melhor resultado para a redução de COT foi de 59,38%. Este desempenho inferior para a redução de COT pode ser atribuído à substituição do gás de oxigênio puro por ar comprimido, reduzindo a vazão mássica de ozônio disponível para o tratamento. Entretanto, este processo pode ser viabilizado no tratamento prévio do chorume, pois a ozonização proporcionou uma elevada redução de DQO na ordem de 82,3 % e um aumento de 74,4% na biodegradabilidade (DBO5/DQO = 0,389) do chorume, podendo torná-lo potencialmente tratável por processos convencionais. / Leachate is a liquid produced in the decomposition of solid waste and presents environmental risks due to the variety of polluting substances existing in the matrix. The in natura leachate used in this work was from the landfill of the city Cachoeira Paulista in the state of São Paulo, which was characterized with high concentrations of TOC (1233.33 mgL-1) COD (3565.0 mg.L-1) and BOD5/COD = 0.099. Due to the low biodegradability of leachate (BOD5/COD < 0.2), the catalytic ozonation in the presence of iron in a continuous system was used as a viable alternative for the treatment of this effluent. Several configurations of reactors were evaluated, and, initially, rudimentary continuous reactors (PVC) were used. The reactional and operational evaluations of the prototypes enabled the creation of a reactor built on conceptual foundations of engineering, that was made of borosilicate glass, and in two modules: the body of the reactor with two entries, one for feeding, located above, and the other one for ozone introduction, made through a sintered glass diffuser at the bottom of the reactor. The second module was made to ensure that the foam formed during the reaction is eliminated by breaking the tension via compressed air, returning it, in liquid form, to the system. Initial assessments of the catalytic ozonation of the in natura leachate, to verify the potential of this treatment, were performed without the use of an experimental design, and the best result obtained was to reduce TOC on about 72.64 %. After selecting the ozonation reactor for continuous process and choosing ferrous ion as catalyst, a fractional factorial design (24-1) was prepared to evaluation the selected variables (potency, output flow of reactor, Fe2+ concentration, pH) in which the best result for the TOC reduction was 59.38%. This inferior performance for the TOC reduction can be associated to the replacement of pure oxygen gas by compressed air, reducing the ozone mass flow available to the treatment. However, this process can be made possible in the pretreatment of leachate, because the ozonation provided a high reduction of COD on about 82.3% and an increase of 74.4% on the biodegradability (BOD5/COD = 0.389) of leachate, and that can make it potentially treatable by conventional methods.

O chorume é um líquido produzido na decomposição dos resíduos sólidos e apresenta riscos ambientais, devido à variedade de substancias poluentes presentes na matriz. O chorume in natura utilizado neste trabalho foi proveniente do aterro sanitário de Cachoeira Paulista - SP, sendo caracterizado com elevadas concentrações de COT (1233,33 mgL-1), DQO (3565,0 mgL-1) e DBO5/DQO = 0,099. Diante da baixa biodegradabilidade do chorume (DBO5/DQO < 0,2), utilizou-se a ozonização catalítica, em presença de ferro, em sistema contínuo, como uma alternativa para viabilizar o tratamento deste efluente. Diversas configurações de reatores foram avaliadas, sendo utilizados, inicialmente, reatores contínuos rudimentares (PVC). As avaliações reacionais e operacionais dos protótipos possibilitaram a elaboração de um reator construído com bases conceituais de engenharia, confeccionado em vidro borosilicato, e em dois módulos: o corpo do reator com duas entradas, sendo uma de alimentação, localizada acima, e a outra de introdução de ozônio, que foi feita por meio de um difusor de vidro sinterizado na base do reator. O segundo módulo foi feito para garantir que a espuma formada durante a reação fosse eliminada pela quebra da tensão através de ar comprimido, retornando-a, sob a forma líquida, ao sistema. As avaliações iniciais da ozonização catalítica do chorume in natura, para a verificação da potencialidade deste tratamento, foram realizadas sem o uso de um planejamento experimental, sendo o melhor resultado obtido na ordem de 72,64 % para a redução de COT. Após a seleção do reator de ozonização para o processo contínuo e a escolha do íon ferroso como catalisador, foi elaborado um planejamento fatorial fracionado (24-1) para avaliação das variáveis (potência, vazão de saída do reator, concentração de Fe2+, pH), no qual, o melhor resultado para a redução de COT foi de 59,38%. Este desempenho inferior para a redução de COT pode ser atribuído à substituição do gás de oxigênio puro por ar comprimido, reduzindo a vazão mássica de ozônio disponível para o tratamento. Entretanto, este processo pode ser viabilizado no tratamento prévio do chorume, pois a ozonização proporcionou uma elevada redução de DQO na ordem de 82,3 % e um aumento de 74,4% na biodegradabilidade (DBO5/DQO = 0,389) do chorume, podendo torná-lo potencialmente tratável por processos convencionais. / Leachate is a liquid produced in the decomposition of solid waste and presents environmental risks due to the variety of polluting substances existing in the matrix. The in natura leachate used in this work was from the landfill of the city Cachoeira Paulista in the state of São Paulo, which was characterized with high concentrations of TOC (1233.33 mgL-1) COD (3565.0 mg.L-1) and BOD5/COD = 0.099. Due to the low biodegradability of leachate (BOD5/COD < 0.2), the catalytic ozonation in the presence of iron in a continuous system was used as a viable alternative for the treatment of this effluent. Several configurations of reactors were evaluated, and, initially, rudimentary continuous reactors (PVC) were used. The reactional and operational evaluations of the prototypes enabled the creation of a reactor built on conceptual foundations of engineering, that was made of borosilicate glass, and in two modules: the body of the reactor with two entries, one for feeding, located above, and the other one for ozone introduction, made through a sintered glass diffuser at the bottom of the reactor. The second module was made to ensure that the foam formed during the reaction is eliminated by breaking the tension via compressed air, returning it, in liquid form, to the system. Initial assessments of the catalytic ozonation of the in natura leachate, to verify the potential of this treatment, were performed without the use of an experimental design, and the best result obtained was to reduce TOC on about 72.64 %. After selecting the ozonation reactor for continuous process and choosing ferrous ion as catalyst, a fractional factorial design (24-1) was prepared to evaluation the selected variables (potency, output flow of reactor, Fe2+ concentration, pH) in which the best result for the TOC reduction was 59.38%. This inferior performance for the TOC reduction can be associated to the replacement of pure oxygen gas by compressed air, reducing the ozone mass flow available to the treatment. However, this process can be made possible in the pretreatment of leachate, because the ozonation provided a high reduction of COD on about 82.3% and an increase of 74.4% on the biodegradability (BOD5/COD = 0.389) of leachate, and that can make it potentially treatable by conventional methods.