O processo de adsorção por carvão ativado é uma técnica muito aplicada para tratamento de efluentes. Porém o tratamento que envolve adsorção não é um sistema completo, pois há a necessidade da destruição dos compostos que foram imobilizados na superfície do carvão. Frente a esse problema, métodos alternativos de regeneração de carvão ativado são investigados. Os processos Fenton e foto-Fenton são considerados tecnologias promissoras de tratamento de efluentes, e foram testados para regenerar o carvão ativado. Este trabalho objetiva estudar a adsorção de fenol em carvões ativados (CAs) e a consecutiva regeneração in-situ do carvão pela oxidação de (foto-) Fenton. Duas operações diferentes foram realizadas: 1) sistema de batelada, a fim de investigar a influência das concentrações de Fe2+ e H2O2; 2) adsorção contínua em leito fixo, seguido de circulação em batelada dos reagentes de Fenton pelo leito de CA saturado, para examinar a eficiência do processo real. Foram estudados dois tipos de carvão ativado: CA L27 (meso e microporoso) e CA S23 (somente microporoso). No reator de batelada as melhores condições encontradas para a mineralização do poluente no sistema Fenton homogêneo não são as melhores para a regeneração do CA: foi observada uma redução contínua da capacidade de adsorção do L27 após 3 oxidações, devido à redução tanto da massa do CA quanto da área superficial. Uma maior concentração de Fe2+ e menor concentração de H2O2 (2 vezes a estequiometria) levou a uma recuperação de 50% da capacidade de adsorção inicial em pelo menos 4 ciclos consecutivos para o L27, enquanto que cerca de 20% para o S23. No processo consecutivo de adsorção contínua/oxidação de Fenton em batelada, a eficiência de regeneração atinge de 30% a 40% para o L27 após dois ciclos independente da concentração da alimentação e menos de 10% para o S23. O processo foto-Fenton realizado para o L27 levou à quase completa mineralização e aumentou a recuperação da capacidade de adsorção do CA (56% após dois ciclos). / The adsorption process by active carbon is a technique applied extensively for wastewater treatment. However the tertiary treatment involving adsorption is not a complete system, since there is a need of destruction of the compounds that were immobilized on the carbon surface. In face of this problem, some alternative regeneration methods of active carbon are investigated. Fenton and photo-Fenton processes have been considered promising technologies for wastewater treatment and have been tested to regenerate the AC. The purposes of this study are the adsorption of phenol on activated carbons (ACs) and the consecutive in-situ regeneration of carbon by (photo-) Fenton oxidation. Two different operations have been carried out: 1) batch procedure in order to investigate the influence of Fe2+ and H2O2 concentrations; 2) continuous fixed bed adsorption, followed by a batch circulation of the Fentons reagent through the saturated AC bed, to examine the efficiency of the real process. Two different activated carbons have been also studied: a both micro- and mesoporous AC (L27) and an only microporous one (S23). In the batch reactor the best conditions found for pollutant mineralization in the homogeneous Fenton system are not the best for AC regeneration: a continuous reduction of adsorption capacity of L27 is observed after 3 oxidations, due to the decrease of both AC weight and surface area. Higher concentration of Fe2+ and lower concentration of H2O2 (2 times the stoechiometry) lead to a 50% recovery of the initial adsorption capacity during at least 4 consecutive cycles for L27, while about 20% for S23. In the consecutive continuous adsorption/batch Fenton oxidation process, the regeneration efficiency reaches 30% to 40% for L27 after two cycles whatever the feed concentration and less than 10% for S23. A photo- Fenton test performed on L27 shows almost complete mineralization (contrary to dark Fenton) and further improves recovery of AC adsorption capacity although not complete (56% after two cycles).

Estudou-se a degradação dos fármacos acetaminofeno (ACT), atenolol (ATL), bezafibrato (BZF), diclofenaco (DIC) e ibuprofeno (IBU) em solução aquosa através de fotólise e peroxidação fotoassistida. As soluções foram caracterizadas antes e após os processos de fotólise e UV/H&#8322O&#8322 quanto à degradação dos fármacos e à remoção de carbono orgânico total. Também foi avaliada a degradação por fotólise dos fármacos em uma matriz real (efluente de estação de tratamento de esgoto, ETE). Os experimentos foram realizados em um reator anular com lâmpada de vapor de mercúrio de baixa pressão de 36 ou 75 W e concentrações iniciais de 5 ou 20 mg L&#8315&#185 de cada fármaco, em mistura e individualmente, no caso dos estudos de fotólise UV. Os resultados mostraram absorção de radiação UV (254 nm) pelo ACT superior à dos demais fármacos (&#8364=8990 L mol&#8315&#185 cm&#8315&#185), e comparativamente inferior para o ATL e IBU (&#8364=725 e 1080 L mol&#8315&#185 cm&#8315&#185, respectivamente). Não houve degradação por hidrólise após 24h em qualquer pH. O DIC e o BZF degradaram-se mais rapidamente, independentemente do processo fotoassistido. As concentrações de DIC nos experimentos realizados com [DIC]0=5 mg L&#8315&#185 ficaram abaixo do limite de detecção após 20 minutos de irradiação. Na presença de H H&#8322O&#8322 as concentrações dos contaminantes ficaram abaixo do limite de detecção após 50 minutes para concentrações iniciais de 20 mg L&#8315&#185. Os resultados dos ensaios de toxicidade nos experimentos realizados com a mistura de fármacos mostraram valores de CE50 inferiores aos valores obtidos nos experimentos com a solução dos fármacos individuais. Os valores de TOC apresentaram redução de até 13% ao final de 120 minutos, o que comprova a persistência dos produtos de degradação. A degradação por fotólise UV do ATL e do ACT ocorreu mesmo em efluente de ETE, sendo a eficiência desse processo semelhante à obtida usando-se água como matriz. Esses resultados são úteis para compreensão da remediação de águas e efluentes contendo esses contaminantes emergentes por meio de processos foto-oxidativos. / This work aimed at studying the degradation of the following pharmaceutical compounds in aqueous solution by means of photolysis and photoassisted peroxidation: acetaminophen (ACT), atenolol (ATL), bezafibrate (BZF), diclofenac (DIC), and ibuprofen (IBU). Solutions were characterized before and after photolysis and UV/H2O2 processes regarding drug degradation and total organic carbon removal. In addition, the photolysis of the pharmaceutical compounds was investigated in a real wastewater matrix (effluent from a sewage treatment plant, STP). The experiments were carried out in an annular photochemical reactor equipped with a low pressure mercury lamp (36 or 75 W) and initial solution concentrations of 5 and 20 mg L-1 of each drug, for the mixture and individual compounds, in the case of UV photolysis studies. The results revealed higher absorption of UV radiation (254 nm) by ACT than that shown by the other pharmaceutical compounds (=8990 L mol-1 cm-1), and comparatively lower for ATL and IBU (=725 and 1080 L mol-1 cm-1, respectively). No hydrolysis was observed after 24 hours at any pH. The degradation of DIC and BZF was faster, regardless the photoassisted process. DIC concentrations in the experiments carried out with [DIC]0=5 mg L-1 were below the detection limit after 20 minutes of irradiation. In the presence of H2O2, contaminant concentrations were below the detection limit after 50 minutes of irradiation for initial concentrations of 20 mg L-1. The results of the toxicity assays for the experiments carried out with the mixture of pharmaceutical compounds showed CE50 values lower than those obtained with the compounds individually. TOC removals up to 13% after 120 minutes were obtained, therefore confirming the formation of persistent degradation products. In the case of ATL and ACT, UV degradation occurred even in STP wastewater and the efficiency of the process was similar to that obtained with pure water. The results obtained in this study are useful to understand the treatment of water and wastewater contaminated with this class of emerging pollutants by means of photo-oxidative process.

Water recycling by membrane treatment is widely accepted as a leading alternative water source. This separation process creates a concentrated stream (called concentrates), containing most of the pollutants in 10%-20% of the flow; and a treated water stream. As nitrogen is a major concern, environmental regulations have become more stringent, requiring additional treatment to meet effluent standards. Other concerns include organic contaminants and potential production of halogenated organics if disinfection of the reject was applied. One option to address the problem of dissolved organic nitrogen and carbon is advanced oxidation. This oxidation could lead to degradation of refractory organic materials, which are poorly removed in conventional treatment. This project aims to evaluate treatment extent and cost of alternatives for organic (particularly nitrogen) removal in reject water addressing the following research gaps: (i) identifying the key organic pollutants present in the concentrated stream, (ii) the effectiveness and optimisation of coagulation, ion exchange and advanced oxidation; (iii) apparent cost of the different treatment methods. The untreated reverse osmosis concentrates were collected from two treatment plants:- Luggage Point, and Bundamba, both near Brisbane, Queensland, Australia. The first contains more colourful of organics than the second plant. Stirred cell fractionation with ultrafiltration membranes was used to characterise the removed key pollutants, as it offers better accuracy and reproducibility compared to centrifugation fractionation. Fluorescence spectral was used to monitor and identify specific organic compounds. The largest fraction was smaller sized <1kDa. This is probably small humic substances and fulvic acids, as indicated by Excitation Emission Matrix (EEM) analysis. A smaller portion of soluble microbial products (SMPs) also contributes to the concentrates. Bundamba contains large non coloured organics including organic nitrogen with elevated ammonia-N. In contrast, Luggage Point has higher colour, inorganic carbon and conductivity with less ammonia-N. Advanced Oxidation Process (AOP) was the most effective treatment method (high removal of organics, e.g. 55% COD of initial), followed by magnetised ion exchange (MIEX) and coagulations. For UV/H2O2 AOP, the optimal operating condition 400mg.L-1 H2O2 and 3.1kWh.m-3 energy input resulted in organics removals up to 55% with complete decolourisation. The effective reduction was found in all size ranges, preferably in >1kDa. Low inorganic carbon and salinity in Bundamba may allow better overall oxidation rates. MIEX also performed better in Bundamba with organic removals up to 43% and 80% decolourisation at the optimum resin dose of 15mL.L-1. Removal was preferential in size range of >3kDa, with more proportional percentage for decolourisation. Similarly, ferric coagulation removed a wider size range of organics. Further, ferric achieved better organic removal in Luggage Point with up to 49%. At the same molar dose (1.5mM), ferric is superior to alum, especially in Bundamba where there were less hydrophobic compounds according to EEM. Alum is poor for treatment of high organics with less coloured water. MIEX with an operational cost (chemicals and power only) of $0.14-$0.20.m-3 treated water seemed to be the most effective treatment overall. The resin achieved better results with a slightly higher cost than coagulation, and had a lower environmental impact due to reduced sludge production. AOP offers better treatment, but at a higher cost ($0.47.m-3 treated). Combined alternatives may benefit the removal effectiveness. Furthermore, more specific identification of contaminants should be investigated separately to choose appropriate treatment for priority chemicals. Another issue is further investigation of costing, including capital, and full environmental impact of treatment.

ABSTRACT As far back as the early 1900?s when it was discovered that water could be a mode of transmitting diseases, chlorine was used to disinfect water. In the 1970?s, the formation of disinfection by-products (DBPs) from the reaction of chlorine with natural organic matter was discovered. Since then there have been various studies on alternative disinfectants that could inactivate microorganisms and at the same time form less or no disinfection by-products. More recently the ultraviolet (UV) irradiation has been used to both disinfect and remove organic contaminants in drinking water. Though the use of UV irradiation has been found to be very effective in the inactivation of microorganisms, it does not provide a residual effect to maintain the water?s microbial quality in the distribution system. Due to this, a secondary disinfectant such as chlorine has to be used to achieve microbial stability, suggesting that the formation of chlorination disinfection by-products would still occur but perhaps in different quantities and with different chemical species. In this research, the use of factorial experiments and single factor experiments were used to determine the effects of pH, alkalinity and UV-fluence (dose) on the formation of three classes of disinfection by-products; haloacetic acids (HAAs), haloacetonitriles (HANs) and trihalomethanes (THMs). These disinfection by-products were measured in water samples following post-UV chlorination and the UV treatment was either UV photolysis or UV/H₂O₂. From the factorial experiment results, treatment of synthetic water with UV/H₂O₂, an advanced oxidation process (AOP), produced fewer post-UV chlorination disinfection by-products (PCDBPs) than UV photolysis. For chlorinated PCDBPs, the percentage difference between UV photolysis and UV/H₂O₂ was 55, 65 and 38% for total HAAs (HAA₉), total HANs (THANs) and total THMs (TTHMs) respectively. The percentage difference between UV photolysis and UV/H₂O₂ for brominated PCDBPs was 41 and 42% for HAA9 and TTHMs respectively. Both the use of pH and alkalinity proved to be factors that were significant in affecting the yields of the PCDBPs studied. Increases in alkalinity were found to increase the formation of PCDBPs in the treatment of synthetic water with UV/H₂O₂. Alkalinity had the opposite effect for PCDBP formed under UV photolysis conditions. Increases in pH always decreased the formation of PCDBPs. In the single factor experiments, haloacetic acid concentrations were unaffected as alkalinity was increased but dichloroacetonitrile and chloroform increased in concentration under treatment conditions of UV photolysis followed by chlorination. The UV/H₂O₂ treatment resulted in a decrease in concentration of the PCDBPs. In the pH studies, water samples were subjected only to the UV/H₂O₂ treatments and a reduction in concentration of PCDBPs occurred between pH 7 and 9.

ABSTRACT As far back as the early 1900?s when it was discovered that water could be a mode of transmitting diseases, chlorine was used to disinfect water. In the 1970?s, the formation of disinfection by-products (DBPs) from the reaction of chlorine with natural organic matter was discovered. Since then there have been various studies on alternative disinfectants that could inactivate microorganisms and at the same time form less or no disinfection by-products. More recently the ultraviolet (UV) irradiation has been used to both disinfect and remove organic contaminants in drinking water. Though the use of UV irradiation has been found to be very effective in the inactivation of microorganisms, it does not provide a residual effect to maintain the water?s microbial quality in the distribution system. Due to this, a secondary disinfectant such as chlorine has to be used to achieve microbial stability, suggesting that the formation of chlorination disinfection by-products would still occur but perhaps in different quantities and with different chemical species. In this research, the use of factorial experiments and single factor experiments were used to determine the effects of pH, alkalinity and UV-fluence (dose) on the formation of three classes of disinfection by-products; haloacetic acids (HAAs), haloacetonitriles (HANs) and trihalomethanes (THMs). These disinfection by-products were measured in water samples following post-UV chlorination and the UV treatment was either UV photolysis or UV/H₂O₂. From the factorial experiment results, treatment of synthetic water with UV/H₂O₂, an advanced oxidation process (AOP), produced fewer post-UV chlorination disinfection by-products (PCDBPs) than UV photolysis. For chlorinated PCDBPs, the percentage difference between UV photolysis and UV/H₂O₂ was 55, 65 and 38% for total HAAs (HAA₉), total HANs (THANs) and total THMs (TTHMs) respectively. The percentage difference between UV photolysis and UV/H₂O₂ for brominated PCDBPs was 41 and 42% for HAA9 and TTHMs respectively. Both the use of pH and alkalinity proved to be factors that were significant in affecting the yields of the PCDBPs studied. Increases in alkalinity were found to increase the formation of PCDBPs in the treatment of synthetic water with UV/H₂O₂. Alkalinity had the opposite effect for PCDBP formed under UV photolysis conditions. Increases in pH always decreased the formation of PCDBPs. In the single factor experiments, haloacetic acid concentrations were unaffected as alkalinity was increased but dichloroacetonitrile and chloroform increased in concentration under treatment conditions of UV photolysis followed by chlorination. The UV/H₂O₂ treatment resulted in a decrease in concentration of the PCDBPs. In the pH studies, water samples were subjected only to the UV/H₂O₂ treatments and a reduction in concentration of PCDBPs occurred between pH 7 and 9.

Water recycling by membrane treatment is widely accepted as a leading alternative water source. This separation process creates a concentrated stream (called concentrates), containing most of the pollutants in 10%-20% of the flow; and a treated water stream. As nitrogen is a major concern, environmental regulations have become more stringent, requiring additional treatment to meet effluent standards. Other concerns include organic contaminants and potential production of halogenated organics if disinfection of the reject was applied. One option to address the problem of dissolved organic nitrogen and carbon is advanced oxidation. This oxidation could lead to degradation of refractory organic materials, which are poorly removed in conventional treatment. This project aims to evaluate treatment extent and cost of alternatives for organic (particularly nitrogen) removal in reject water addressing the following research gaps: (i) identifying the key organic pollutants present in the concentrated stream, (ii) the effectiveness and optimisation of coagulation, ion exchange and advanced oxidation; (iii) apparent cost of the different treatment methods. The untreated reverse osmosis concentrates were collected from two treatment plants:- Luggage Point, and Bundamba, both near Brisbane, Queensland, Australia. The first contains more colourful of organics than the second plant. Stirred cell fractionation with ultrafiltration membranes was used to characterise the removed key pollutants, as it offers better accuracy and reproducibility compared to centrifugation fractionation. Fluorescence spectral was used to monitor and identify specific organic compounds. The largest fraction was smaller sized <1kDa. This is probably small humic substances and fulvic acids, as indicated by Excitation Emission Matrix (EEM) analysis. A smaller portion of soluble microbial products (SMPs) also contributes to the concentrates. Bundamba contains large non coloured organics including organic nitrogen with elevated ammonia-N. In contrast, Luggage Point has higher colour, inorganic carbon and conductivity with less ammonia-N. Advanced Oxidation Process (AOP) was the most effective treatment method (high removal of organics, e.g. 55% COD of initial), followed by magnetised ion exchange (MIEX) and coagulations. For UV/H2O2 AOP, the optimal operating condition 400mg.L-1 H2O2 and 3.1kWh.m-3 energy input resulted in organics removals up to 55% with complete decolourisation. The effective reduction was found in all size ranges, preferably in >1kDa. Low inorganic carbon and salinity in Bundamba may allow better overall oxidation rates. MIEX also performed better in Bundamba with organic removals up to 43% and 80% decolourisation at the optimum resin dose of 15mL.L-1. Removal was preferential in size range of >3kDa, with more proportional percentage for decolourisation. Similarly, ferric coagulation removed a wider size range of organics. Further, ferric achieved better organic removal in Luggage Point with up to 49%. At the same molar dose (1.5mM), ferric is superior to alum, especially in Bundamba where there were less hydrophobic compounds according to EEM. Alum is poor for treatment of high organics with less coloured water. MIEX with an operational cost (chemicals and power only) of $0.14-$0.20.m-3 treated water seemed to be the most effective treatment overall. The resin achieved better results with a slightly higher cost than coagulation, and had a lower environmental impact due to reduced sludge production. AOP offers better treatment, but at a higher cost ($0.47.m-3 treated). Combined alternatives may benefit the removal effectiveness. Furthermore, more specific identification of contaminants should be investigated separately to choose appropriate treatment for priority chemicals. Another issue is further investigation of costing, including capital, and full environmental impact of treatment.

Water recycling by membrane treatment is widely accepted as a leading alternative water source. This separation process creates a concentrated stream (called concentrates), containing most of the pollutants in 10%-20% of the flow; and a treated water stream. As nitrogen is a major concern, environmental regulations have become more stringent, requiring additional treatment to meet effluent standards. Other concerns include organic contaminants and potential production of halogenated organics if disinfection of the reject was applied. One option to address the problem of dissolved organic nitrogen and carbon is advanced oxidation. This oxidation could lead to degradation of refractory organic materials, which are poorly removed in conventional treatment. This project aims to evaluate treatment extent and cost of alternatives for organic (particularly nitrogen) removal in reject water addressing the following research gaps: (i) identifying the key organic pollutants present in the concentrated stream, (ii) the effectiveness and optimisation of coagulation, ion exchange and advanced oxidation; (iii) apparent cost of the different treatment methods. The untreated reverse osmosis concentrates were collected from two treatment plants:- Luggage Point, and Bundamba, both near Brisbane, Queensland, Australia. The first contains more colourful of organics than the second plant. Stirred cell fractionation with ultrafiltration membranes was used to characterise the removed key pollutants, as it offers better accuracy and reproducibility compared to centrifugation fractionation. Fluorescence spectral was used to monitor and identify specific organic compounds. The largest fraction was smaller sized <1kDa. This is probably small humic substances and fulvic acids, as indicated by Excitation Emission Matrix (EEM) analysis. A smaller portion of soluble microbial products (SMPs) also contributes to the concentrates. Bundamba contains large non coloured organics including organic nitrogen with elevated ammonia-N. In contrast, Luggage Point has higher colour, inorganic carbon and conductivity with less ammonia-N. Advanced Oxidation Process (AOP) was the most effective treatment method (high removal of organics, e.g. 55% COD of initial), followed by magnetised ion exchange (MIEX) and coagulations. For UV/H2O2 AOP, the optimal operating condition 400mg.L-1 H2O2 and 3.1kWh.m-3 energy input resulted in organics removals up to 55% with complete decolourisation. The effective reduction was found in all size ranges, preferably in >1kDa. Low inorganic carbon and salinity in Bundamba may allow better overall oxidation rates. MIEX also performed better in Bundamba with organic removals up to 43% and 80% decolourisation at the optimum resin dose of 15mL.L-1. Removal was preferential in size range of >3kDa, with more proportional percentage for decolourisation. Similarly, ferric coagulation removed a wider size range of organics. Further, ferric achieved better organic removal in Luggage Point with up to 49%. At the same molar dose (1.5mM), ferric is superior to alum, especially in Bundamba where there were less hydrophobic compounds according to EEM. Alum is poor for treatment of high organics with less coloured water. MIEX with an operational cost (chemicals and power only) of $0.14-$0.20.m-3 treated water seemed to be the most effective treatment overall. The resin achieved better results with a slightly higher cost than coagulation, and had a lower environmental impact due to reduced sludge production. AOP offers better treatment, but at a higher cost ($0.47.m-3 treated). Combined alternatives may benefit the removal effectiveness. Furthermore, more specific identification of contaminants should be investigated separately to choose appropriate treatment for priority chemicals. Another issue is further investigation of costing, including capital, and full environmental impact of treatment.

Nos últimos anos, os processos oxidativos avançados (POAs) têm emergido como métodos potencialmente poderosos para transformar poluentes orgânicos recalcitrantes em substâncias menos tóxicas. O presente trabalho visa estudar a degradação de clorofenóis 2,4-diclorofenol (2,4-DCF) e pentaclorofenol (PCF) em solução aquosa por meio do processo foto-Fenton. Os experimentos foram realizados em um reator fotoquímico, em regime batelada, com recirculação e admissão contínua de peróxido de hidrogênio. Os efeitos das concentrações iniciais de clorofenóis, H2O2 e Fe(II), bem como, da potência da lâmpada de vapor de mercúrio, foram estudados a partir de um planejamento experimental Doehlert em multiplos níveis e analisados segundo a metodologia de superfícies de respostas. A foto-oxidação foi monitorada por medidas da concentração de carbono orgânico total (TOC) e do espectro de absorção da solução ao longo do tempo e, em alguns casos, medidas de toxicidade por meio de bioensaios com Artemia sp. Os resultados dos experimentos realizados com 2,4-DCF evidenciaram degradação gradativa, com remoções de TOC superiores a 99%, após 1 hora de tratamento, além de remoção de toxicidade, mesmo para altas concentrações iniciais do poluente (até ca. 415 mgC L-1). Nos experimentos realizados com PCF observouse decaimento inicial de TOC bastante rápido (15 minutos), o que sugere que a degradação dos clorofenóis torna-se mais rápida com o aumento do número de átomos de cloro ligados ao anel aromático. Foi removida mais da metade do TOC inicial por volta de 30 minutos de reação, obtendo-se remoções de até 90,8% ao final do tratamento. Por outro lado, comparado ao 2,4-DCF, no caso do PCF observou-se redução acentuada da taxa de remoção de TOC após esse tempo, o que pode ser explicado a partir da maior concentração de íons cloreto em solução, da formação de complexo estável desses íons com Fe(III) e de espécies geradas a partir de reações envolvendo esse complexo. No conjunto, os resultados comprovam a viabilidade do processo foto-Fenton para remediação de efluentes aquosos contendo clorofenóis. / In recent years, advanced oxidation processes (AOP) have emerged as potentially powerful methods to transforming organic pollutants into harmless substances. The present work aims to study the degradation of chlorophenols (2,4-dichlorophenol and pentachlorophenol) in aqueous solution by the photo-Fenton process. The experiments were conducted in a batch recycle photochemical reactor with continuous feed of hydrogen peroxide solution. The effects of the initial concentrations of chlorophenols, H2O2, and Fe(II), as well as of the electric power of mercury vapor lamp, were studied by means of a Doehlert multivariate experimental design at multiple levels. Experimental results were analyzed according to the response surface methodology. In order to characterize the degradation of the pollutant, time-measurements of the total organic carbon concentration (TOC) as well as the absorbance spectra of the solution, were carried out. In some cases toxicity bioassays were carried out with Artemia sp. The results obtained from experiments with 2,4-dichlorophenol showed a gradual degradation, with more than 99% of TOC removals after 1 hour of treatment, along with toxicity removal, even for high initial pollutant concentrations (ca. 415 mgC L-1). In the case of pentachlorophenol, a fast initial TOC decrease (around 15 minutes) was observed, suggesting that chlorophenols degradation becomes faster with the increment of chloro atoms number bounded to the aromatic ring. More than a half of the initial TOC was removed around 30 minutes of reaction, rising 90.8% of TOC removal at the end of the treatment. In the other hand, comparing to 2,4-DCF, for PCF a marked reduction of the maximum rate of TOC removal after that time. This can be explained by higher concentrations of chloride ions in the solution, for the formation of stable complexes with Fe(III) ion and resulting species in reaction involving such complexes. As a whole, the results confirm the effectiveness of the photo-Fenton process for the remediation of aqueous solutions containing chlorophenols.

FundaÃÃo Cearense de Apoio ao Desenvolvimento Cientifico e TecnolÃgico / O descarte de efluentes tÃxteis em Ãguas superficiais representa um sÃrio problema ambiental e de saÃde pÃblica devido, principalmente, à presenÃa de corantes na sua composiÃÃo, muitos dos quais sÃo potencialmente tÃxicos e carcinogÃnicos. A remoÃÃo de cor e a mineralizaÃÃo de seus subprodutos à uma das maiores dificuldades enfrentadas pelas estaÃÃes de tratamento de efluentes das indÃstrias desse segmento. Nesta pesquisa, buscou-se avaliar o tratamento de efluentes tÃxteis em sistemas anaerÃbios de um e dois estÃgios, estudar opÃÃes de pÃs-tratamento por processos biolÃgicos aerÃbios e de oxidaÃÃo avanÃada, e utilizar testes de ecotoxicidade no estudo dos diversos efluentes produzidos. Foram realizados experimentos com sistemas anaerÃbios de um (R1) e dois estÃgios (R2) tratando esgotos tÃxteis real e sintÃticos. Nestes experimentos, foram avaliados o efeito da concentraÃÃo do corante, concentraÃÃo do doador de elÃtrons externo, o tempo de detenÃÃo hidrÃulica (TDH) e o efeito do mediador redox antraquinona-2,6-dissulfonato (AQDS) na eficiÃncia de descoloraÃÃo. Outros dois sistemas anaerÃbios de um estÃgio (R3 e R4) foram operados em paralelo, alimentados com esgoto tÃxtil real com TDH de 12h a fim de avaliar o efeito do AQDS na descoloraÃÃo de efluentes reais. Durante o pÃs-tratamento aerÃbio, foi avaliada a aplicaÃÃo de um reator de lodos ativados em batelada seqÃencial com ciclo total de 24h, operando com os efluentes, sintÃtico e real, previamente tratados no reator UASB. Avaliou-se, tambÃm, a aplicaÃÃo do processo de oxidaÃÃo avanÃada (POA) do tipo UV/H2O2 como opÃÃo de pÃs-tratamento dos efluentes tÃxteis tratados no reator UASB, tanto em relaÃÃo à descoloraÃÃo quanto na mineralizaÃÃo dos subprodutos gerados na reduÃÃo dos corantes. A avaliaÃÃo da toxicidade dos efluentes foi realizada pelos ensaios de toxicidade aguda utilizando a Daphnia magna como organismo teste. Os resultados dessa pesquisa revelaram que o sistema anaerÃbio de dois estÃgios mostrou-se mais estÃvel que o sistema de um estÃgio quando operado como o esgoto real e sintÃtico com os corantes Congo Red (CR) e Reactive Black 5 (RB5) e mais eficiente para o corante RR2 na ausÃncia de AQDS. Entretanto, na presenÃa do AQDS a eficiÃncia de descoloraÃÃo do Reactive Red 2 (RR2) foi elevada para os dois sistemas, mascarando o efeito da separaÃÃo de fase. Para o efluente tÃxtil real, nÃo foi verificado efeito algum da aplicaÃÃo do AQDS no R3, mesmo em baixo TDH e limitada concentraÃÃo de doador de elÃtrons. O pÃs-tratamento dos efluentes real e sintÃticos no reator aerÃbio foi capaz de reduzir a DQO abaixo de valor exigido pela portaria 154/02 da SEMACE. O processo de oxidaÃÃo avanÃada com UV/ H2O2 mostrou-se eficaz na remoÃÃo de cor e DQO dos efluentes tÃxtil real e sintÃticos. Os testes de toxicidade aguda ratificaram o potencial tÃxico dos efluentes tÃxteis e os subprodutos de sua degradaÃÃo assim como a capacidade de mineralizaÃÃo das aminas em sistemas seqÃenciais anaerÃbio/aerÃbio. / Disposal of textile effluents in surface waters represents a serious environmental and public health problem mainly due to the presence of dyes in their composition, many of which are potentially toxic and carcinogenic. The color removal and mineralization of byproducts is the major difficulty faced by the wastewater treatment plants of these industries. This thesis studied the treatment of textile effluents in one-stage and two-stage anaerobic systems, post-treatment options by using aerobic biological and advanced oxidation processes, and use the ecotoxicity tests for the various effluents produced. Experiments were performed in one-stage (R1) and two-stage (R2) anaerobic systems treating real and synthetic textile wastewaters. In these experiments, we evaluated the dye concentration effect, as well as external electron donor concentration, hydraulic retention time (HRT) and the redox mediator anthraquinone-2,6-disulfonate (AQDS) effect on color removal efficiency. Two other one-stage anaerobic systems (R3 and R4) were operated in parallel at the HRT of 12 hours and fed with real textile wastewater to assess the AQDS effect on the decolourisation of real textile effluents. During the aerobic post-treatment, we evaluated the application of sequencing batch reactor (SBR) with 24 hours total cycle to treat synthetic and real textile wastewaters pre-treated in the UASB reactor. We also evaluated the application of UV/H2O2 advanced oxidation process (AOP) to treat real textile wastewaters pre-treated in the UASB reactor, both in terms of color removal and mineralization of byproducts generated upon dye reduction. The evaluation of the effluents toxicity was performed by acute toxicity tests using Daphnia magna as test organism. The results revealed that the two-stage anaerobic system was more stable than the one-stage system for both real and the synthetic dyes Congo Red (CR) and Reactive Black 5 (RB5), and more efficient for the dye RR2 in absence of AQDS. However, in the presence of AQDS, color removal efficiency of RR2 was higher for both systems, masking the effect of phase separation. For real textile wastewater, it was not observed any effect of the AQDS application on R3, even when a short HRT or low electron donor concentration was applied. The aerobic and AOP post-treatments were able to reduce the effluents COD to values lower than the limits defined at the Legislation n 154 of SEMACE. The UV/H2O2 AOP-type was effective in removing color and COD from both real and synthetic textile effluents. The acute toxicity tests revealed the toxic potential of textile effluents and their by-products as well as the aromatic amines mineralization in anaerobic/aerobic systems.

O processo de adsorção por carvão ativado é uma técnica muito aplicada para tratamento de efluentes. Porém o tratamento que envolve adsorção não é um sistema completo, pois há a necessidade da destruição dos compostos que foram imobilizados na superfície do carvão. Frente a esse problema, métodos alternativos de regeneração de carvão ativado são investigados. Os processos Fenton e foto-Fenton são considerados tecnologias promissoras de tratamento de efluentes, e foram testados para regenerar o carvão ativado. Este trabalho objetiva estudar a adsorção de fenol em carvões ativados (CAs) e a consecutiva regeneração in-situ do carvão pela oxidação de (foto-) Fenton. Duas operações diferentes foram realizadas: 1) sistema de batelada, a fim de investigar a influência das concentrações de Fe2+ e H2O2; 2) adsorção contínua em leito fixo, seguido de circulação em batelada dos reagentes de Fenton pelo leito de CA saturado, para examinar a eficiência do processo real. Foram estudados dois tipos de carvão ativado: CA L27 (meso e microporoso) e CA S23 (somente microporoso). No reator de batelada as melhores condições encontradas para a mineralização do poluente no sistema Fenton homogêneo não são as melhores para a regeneração do CA: foi observada uma redução contínua da capacidade de adsorção do L27 após 3 oxidações, devido à redução tanto da massa do CA quanto da área superficial. Uma maior concentração de Fe2+ e menor concentração de H2O2 (2 vezes a estequiometria) levou a uma recuperação de 50% da capacidade de adsorção inicial em pelo menos 4 ciclos consecutivos para o L27, enquanto que cerca de 20% para o S23. No processo consecutivo de adsorção contínua/oxidação de Fenton em batelada, a eficiência de regeneração atinge de 30% a 40% para o L27 após dois ciclos independente da concentração da alimentação e menos de 10% para o S23. O processo foto-Fenton realizado para o L27 levou à quase completa mineralização e aumentou a recuperação da capacidade de adsorção do CA (56% após dois ciclos). / The adsorption process by active carbon is a technique applied extensively for wastewater treatment. However the tertiary treatment involving adsorption is not a complete system, since there is a need of destruction of the compounds that were immobilized on the carbon surface. In face of this problem, some alternative regeneration methods of active carbon are investigated. Fenton and photo-Fenton processes have been considered promising technologies for wastewater treatment and have been tested to regenerate the AC. The purposes of this study are the adsorption of phenol on activated carbons (ACs) and the consecutive in-situ regeneration of carbon by (photo-) Fenton oxidation. Two different operations have been carried out: 1) batch procedure in order to investigate the influence of Fe2+ and H2O2 concentrations; 2) continuous fixed bed adsorption, followed by a batch circulation of the Fentons reagent through the saturated AC bed, to examine the efficiency of the real process. Two different activated carbons have been also studied: a both micro- and mesoporous AC (L27) and an only microporous one (S23). In the batch reactor the best conditions found for pollutant mineralization in the homogeneous Fenton system are not the best for AC regeneration: a continuous reduction of adsorption capacity of L27 is observed after 3 oxidations, due to the decrease of both AC weight and surface area. Higher concentration of Fe2+ and lower concentration of H2O2 (2 times the stoechiometry) lead to a 50% recovery of the initial adsorption capacity during at least 4 consecutive cycles for L27, while about 20% for S23. In the consecutive continuous adsorption/batch Fenton oxidation process, the regeneration efficiency reaches 30% to 40% for L27 after two cycles whatever the feed concentration and less than 10% for S23. A photo- Fenton test performed on L27 shows almost complete mineralization (contrary to dark Fenton) and further improves recovery of AC adsorption capacity although not complete (56% after two cycles).