Este trabalho teve como objetivo investigar a adsorção de corantes têxteis (Vermelho Reativo 194 e Azul de Prociona MX-R) em nanotubos de carbono (NTC) em meio aquoso. Para tanto, empregou-se nanotubos de carbono de paredes múltiplas (NTCPM) e carvão ativo (CA) em pó, ambos comerciais, na remoção do corante têxtil Vermelho Reativo 194 e nanotubos de carbono de parede simples (NTCPS) e NTCPM na remoção do corante têxtil Azul de Prociona MX-R. Os NTCPS foram sintetizados utilizando a técnica de deposição química de vapor catalisada. Os adsorventes foram caracterizados por espectroscopia no infravermelho e Raman, isotermas de adsorção/dessorção de N2 e microscopia eletrônica de varredura e de transmissão. Os efeitos do pH, tempo de agitação e da temperatura na capacidade de adsorção foram investigados. O tempo de contato para obter equilíbrio a 298 K foi fixado em uma hora para o caso onde foi empregado o corante Vermelho Reativo 194 e três horas para o caso onde foi empregado o Azul de Prociona MX-R. A região de pH ácido (pH 2,0) foi favorável para as adsorções de ambos corantes. A energia de ativação do processo de adsorção foi avaliada nas temperaturas entre 298-323 K para os NTCPM e CA, na adsorção do corante Vermelho Reativo 194. O modelo cinético de ordem fracionária de Avrami foi o que melhor se ajustou aos dados experimentais do corante Vermelho Reativo 194 em comparação com os modelos cinéticos de adsorção de pseudo-primeira ordem e pseudo-segunda ordem. Por outro lado, o modelo cinético de ordem geral foi o que melhor se ajustou aos dados experimentais do corante Azul de Prociano MX-R, em comparação aos modelos de pseudo-primeira ordem e pseudo-segunda ordem. Tanto para o corante Vermelho Reativo 194, quanto para o corante Azul de Prociona MX-R, os dados de equilíbrio obedeceram ao modelo de isoterma de Liu. O cálculo dos parâmetros termodinâmicos de adsorção indicou que a adsorção de ambos ocorre de forma endotérmica, espontânea e favorável para todas as temperaturas investigadas. Adicionalmente, a magnitude da entalpia indica que a adsorção para os dois corantes se dá através de interação eletrostática. Isso pode ser confirmado por cálculos ab initio, baseados na teoria do funcional da densidade, implementados no código SIESTA, para a adsorção do Azul de Prociona MX-R e um NTCPS (8,0). / This work aimed to investigate the adsorption of textile dyes (Reactive Red M-2BE and Reactive Blue 4) on carbon nanotubes (CNT). To this purpose, multi-walled carbon nanotubes (MWCNT) and powdered activated carbon (AC), both commercial, were used in removal of textile dye Reactive Red M-2BE and single-wall carbon nanotubes (SWCNT) and MWCNT in the removal of textile dye Reactive Blue 4. The SWCNT were synthesized by catalytical chemical vapour deposition. The adsorbents were characterised by infrared and Raman spectroscopy, N2 adsorption/desorption isotherms and scanning and transmission electron microscopy. The effects of pH, shaking time and temperature on adsorption capacity were studied. The contact time to obtain equilibrium at 298 K was fixed at 1 hour for the case where the Reactive Red M-2BE dye was used and 3 hours for the case where the dye was used Reactive Blue 4. In the acidic pH region (pH 2.0), the adsorption of the both dyes were favourable. The activation energy of the adsorption process was evaluated from 298 to 323 K for MWCNT and AC, in the adsorption of the Reactive Red M-2BE dye. The Avrami fractional-order kinetic model provided the best fit to the experimental data of the Reactive Red M-2BE dye compared with pseudo-first-order or pseudo-second-order kinetic adsorption models. On the other hand, the general order kinetic model provided the best fit to the experimental data of the Reactive Blue 4 dye, compared with pseudo-first order and pseudo-second order kinetic adsorption models. For both the Reactive Red M-2BE and the Reactive Blue 4 dyes, the equilibrium data were best fitted to the Liu isotherm model. The calculation of the thermodynamic parameters of adsorption indicated that adsorption of both dyes by adsorbents occurs so endothermic, spontaneous and favorable for all temperatures studied. Additionally, the magnitude of enthalpy indicates that the adsorption process for both dyes occurs through electrostatic interaction. This can be confirmed by ab initio calculations based on density functional theory, implemented in the SIESTA code, for the adsorption of Reactive Blue 4 textile dye and a SWCNT (8.0).

O presente trabalho teve como objetivo avaliar a remoção de três concentrações diferentes de microcistina extracelular em diferentes combinações de tratamento de águas para abastecimento, em escala de bancada, que tiveram como sequência básica a clarificação associada ou não aos processos de pré-oxidação com \'K\'MN\'O IND.4\', adsorção em CAP e pós-cloração. Os resultados mostraram que para todas as águas estudadas o permanganato de potássio não interferiu nos mecanismos de coagulação/floculação e ainda mostrou-se uma alternativa segura para realização da pré-oxidação no que tange à formação de THMs. Na Fase 1, com concentração inicial de microcistina extracelular em torno de 1,4 \'mü\'g/L, a clarificação (coagulação, floculação, flotação por ar dissolvido e clarificação final) atendeu ao padrão de potabilidade que determina concentrações de microcistina menores que 1,0 \'mü\'g/L. Já na Fase 2, com concentração inicial microcistina extracelular em torno de 21,7 \'mü\'g/L, para o atendimento à legislação foi necessário associar a clarificação à pré-oxidação, dosando-se 1,0 ou 2,0 mg \'K\'MN\'O IND.4\'/L, e à pós-cloração com 3,0 mg \'CL IND.2\'/L. Na Fase 3, com concentração inicial de microcistina extracelular em torno de 64,1 \'mü\'g/L, a associação da clarificação com a adsorção com 60,0 mg/L de CAP e com a pós-cloração com 3,0 mg \'CL IND.2\'/L proporcionou residuais de microcistina extracelular inferiores à 1,0 \'mü\'g/L. Observou-se ainda, que nas Fases 1 e 3 a presença de matéria orgânica dissolvida interferiu negativamente nas sequências de tratamento ao consumir parte do permanganato de potássio destinado à oxidação da microcistina extracelular. Entretanto, na Fase 2 a demanda do pré-oxidante pelas substâncias húmicas parece ter impedido a lise de parte das células de Microcystis sp. / The present work had as objective to evaluate the removal of three different concentrations of extracellular microcystins in different combinations of water treatment for supplying, in bench scale, that had as basic sequence the clarification associated or not with the processes of pre-oxidation with \'K\'MN\'O IND.4\', adsorption on PAC and post-chlorination. The results showed that for all waters studied the potassium permanganate did not interfere in the mechanisms of coagulation/flocculation and also proved to be a safe alternative for achieving the pre-oxidation with regard to the formation of THMs. In Phase 1, with initial concentration of extracellular microcystin around 1.4 \'mü\'g/L, the clarification (coagulation, flocculation, dissolved air flotation and clarification final) met the World Health Organization drinking water guideline value of 1.0 \'mü\'g/L of microcystin. Already, in Phase 2, with initial concentration extracellular microcystin around 21.7 \'mü\'g/L, to meet the legislation was necessary to involved the clarification with the pre-oxidation, dosing 1.0 or 2.0 mg \'K\'MN\'O IND.4\'/L, and with the post-chlorination with 3.0 mg \'CL IND.2\'/L. In Phase 3, with initial concentration of extracellular microcystin around 64.1 \'mü\'g/L, the association of clarification with the adsorption with 60.0 mg/L of PAC and the post-chlorination with 3.0 mg\'CL IND.2\'/L provided residual extracellular microcystin below 1.0 \'mü\'g/L. It was also observed that in Phases 1 and 3 the presence of dissolved organic matter intervened negatively in the sequence of treatment when consuming part of the potassium permanganate destined to the oxidation of extracellular microcystin. However, in Phase 2 the demand for pre-oxidizing by the humic substances seems to have prevented the lysis of some cells of Microcystis sp.

Orientador: Ruben Bresaola Junior / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo / Made available in DSpace on 2018-08-11T06:31:37Z (GMT). No. of bitstreams: 1 Fernandes_Roberto_M.pdf: 1490135 bytes, checksum: 28ec6cd0c6b627114af37a1ee1c25693 (MD5) Previous issue date: 2007 / Resumo: O 17'alfa'-Etinilestradiol é um princípio-ativo sintético presente na formulação dos contraceptivos utilizados por parcela expressiva da população feminina. Por ser um composto persistente, o 17'alfa'-Etinilestradiol não absorvido pelo organismo da mulher, fração que pode chegar a 80%, é eliminado pela usuária, principalmente pela urina. Na rede de esgotos, mesmo sobre a existência de tratamento, este não é removido completamente, alcançando, posteriormente, mananciais que podem ser utilizados para abastecimento público. Nesse sentido, o presente trabalho teve por objetivo estudar as eficiências de remoção do 17'alfa'-Etinilestradiol de águas para abastecimento, quando empregadas as tecnologias: pré-oxidação com Hipoclorito de Sódio ou Dióxido de Cloro, adsorção em carvão ativado em pó (CAP) e tratamento físico-químico composto de coagulação, floculação, sedimentação e filtração rápida. A metodologia empregada para as determinações do estrogênio foi a cromatografia líquida de alta eficiência (CLAE), aplicada após processo de extração em fase sólida (EFS) do analito presente na água. O cromatógrafo HPLC utilizado, possuía coluna cromatográfica modelo C18, de fase reversa e detector de arranjo de diodos com UV. O trabalho mostrou que o Hipoclorito de Sódio foi mais efetivo que o Dióxido de Cloro, na oxidação do 17'alfa'- Etinilestradiol. Sua maior ação foi observada sob dosagens de 5 e 10 mg/L e tempos de oxidação entre 3 e 5 horas. Esta combinação de parâmetros experimentais impactou na redução da concentração do estrogênio na água, em níveis superiores a 97,5%. Este nível de remoção também foi observado, quando aplicado carvão ativado em pó, sob dosagens a partir de 50 mg/L e tempo de contato de 60 minutos. O tratamento físico-químico apresentou melhores resultados quando aumentada a dosagem de carvão para 5 mg/L. Os resultados alcançados constituem-se de fundamental importância na formação de base para futuras soluções dedicadas ao problema, dada a escassez de estudos de remoção de fármacos contaminantes da água / Abstract: The 17'alfa'-Etinilestradiol is a synthetic active pharmaceutical ingredient presents in the formulation of contraceptives used by a large amount of the female population. As a bioaccumulative molecule, the 17'alfa'-Etinilestradiol is not completely absorbed by woman organism; up to 80% can be eliminated by user, mainly by urine. Even after sewage treatment, the residual of 17'alfa'-Etinilestradiol it is not totally removed reaching, later, water sources that can be used for public supplying. In this direction, the present work has for objective the study of 17'alfa'-Etinilestradiol removal efficiency in waters supplies, using different technologies such as: pre-oxidizing with Sodium Hypochlorite or Chlorine Dioxide, adsorption in powder activated carbon (CAP) and physic-chemical treatment composed by coagulation, flocculation, sedimentation and fast filtration. The methodology used for the estrogen determination was the High Performance Liquid Chromatography (HPLC), applied after solid phase extraction process (SFE) of the hormone present in water. The HPLC equipment used was composed by a model C18 chromatographic column with reverse phase, and diodes arrangement detector, with UV. The work showed that the Sodium Hypochlorite was more effective than the Chlorine Dioxide, to the 17'alfa'-Etinilestradiol oxidizing. Its higher action was observed when applying 5 and 10 mg/L of oxidants in a time of reaction between 3 and 5 hours. This interaction between concentration of oxidant and time of reaction provided estrogen concentration reduction in water, in levels upper to 97.5%. This same removal level also was observed when applied powder activated carbon, mainly when 50 mg/L in a contact time of 60 minutes was performed. The physic-chemical treatment presented better results when 5 mg/L of activated carbon was applied. The present results consist of fundamental importance in the base formation for future solutions dedicated to the problem, due to lack of studies present now a days in pharmaceutical products removal from water / Mestrado / Saneamento e Ambiente / Mestre em Engenharia Civil

Uma das principais preocupações em relação à crescente ocorrência de cianobactérias em sistemas aquáticos está relacionada à capacidade de algumas espécies em produzir e liberar toxinas, entre elas as microcistinas, que podem afetar a saúde humana. O processo convencional de tratamento de água é muitas vezes insuficiente para remover a toxina dissolvida na água. Entre as tecnologias que podem ser utilizadas para removê-la, estão os filtros de carvão ativado granular (CAG). Essa pesquisa se dedicou ao aprofundamento do conhecimento sobre o desempenho de colunas de CAG quando operadas para remover microcistina de águas de abastecimento. A água de estudo foi composta por água de poço artesiano contaminada por extrato de microcistina (MC), produzindo soluções com concentrações iniciais de MC-LR que variaram entre 14 µg/L e 92 µg/L. Em ensaios de adsorção em colunas de leito fixo, sob regime contínuo, foram avaliados três tipos de CAG, de origens diferentes, sendo um vegetal (CAG-Ccoco) e dois minerais (CAG-Hulha e CAG-Linhito). A partir das curvas de ruptura dos ensaios, foram avaliadas as remoções de microcistina e a capacidade de adsorção desse poluente pelos carvões ativados. Ao ajustar modelos matemáticos (Bohart-Adams, Thomas e Yoon-Nelson) às curvas de ruptura, foi possível obter informações sobre a capacidade de adsorção dos carvões. Os resultados mostraram que o CAG-Linhito possui melhor capacidade de adsorção (164 µg/g), seguido pelo CAG-Ccoco (79 µg/g) e, por último, GAG-Hulha (62 µg/g). A maior capacidade de adsorção de microcistina do CAG-Linhito foi atribuída ao maior volume de mesoporos (0,53 cm³/g) presente em sua estrutura (CAG-Ccoco = 0,05 cm³/g e CAG-Hulha = 0,06 cm³/g). A adsorção de microcistina por colunas de CAG se mostrou eficiente para remoção do poluente do meio líquido, em especial com a utilização do CAG-Linhito. / One of the main concerns about the increasing occurrence of cyanobacteria in aquatic systems is related to the ability of some species to produce and release toxins, including microcystins, which may affect human health. The conventional water treatment process is often insufficient to remove the toxin dissolved in the water. Among the technologies that can be used to remove microcystins are granular activated carbon (GAC) filters. This research focused on knowledge enhancement about the performance of GAC columns when operated to remove microcystin from supply water. The study water was composed of artesian well water contaminated by microcystin (MC) extract, producing solutions with initial concentrations of MC-LR that varied between 14 µg / L and 92 µg / L. In adsorption tests on fixed bed columns, under continuos regime, three types of GAC were evaluated, from different sources, being one vegetal (GAC-Ccoco) and two minerals (GAC-Hulha and GAC-Linhito). From the breakthrough curves, the microcystin removals and the adsorption capacity of this pollutant by activated carbons were evaluated. By adjusting mathematical models (Bohart-Adams, Thomas and Yoon-Nelson) to the breakthrough curves, it was possible to obtain information about the adsorption capacity of the GAC. The results showed that GAC-Linhito had better adsorption capacity (164 µg/g), followed by GAC-Ccoco (79 µg/g) and, finally, GAC-Hulha (62 µg/g). The highest adsorption capacity of GAC-Linhito was attributed to the higher volume of mesopores (0.53 cm³/g) present in its structure (GAC-Ccoco = 0.05 cm³/g GAC-Coal = 0.06 cm³/g). The adsorption of microcystin by GAC columns proved to be efficient for removal of the pollutant from the liquid medium, especially with the use of GAC-Linhito.

Considerando o aumento da ocorrência de florações de cianobactérias e a possibilidade de formação de subprodutos em diversos mananciais destinados ao consumo humano, este trabalho teve como objetivo, avaliar a remoção de células e subprodutos de Microcystis spp. pelos processos de dupla filtração com filtração ascendente em pedregulho e de filtração descendente em areia, oxidação e adsorção com carvões ativados pulverizado e granular. Na fase 1 foram realizados ensaios de bancada para estabelecimento das condições operacionais dos ensaios a serem realizados em instalação piloto, utilizando-se água de estudo preparada com adição de cultura de cepa tóxica de Microcystis spp. e ou extrato de microcistinas. Em seguida, foram realizados ensaios em instalação piloto de escoamento contínuo para águas de estudo preparadas com adição de cultura de cepa tóxica de Microcystis spp. e de extrato de microcistinas – fase 2 e de material coletado no reservatório de Barra Bonita – SP - fase 3. A concepção de dupla filtração utilizada mostrou ser bastante eficiente na remoção de células de Microcystis spp. e, consequentemente, de microcistinas intracelulares, porém, a remoção ou degradação de microcistinas extracelulares só foi significativa com o emprego de processos complementares de oxidação e ou adsorção. Para as águas de estudo empregadas, não houve formação expressiva de subprodutos organohalogenados nos efluentes dos processos de tratamento, após serem submetidas à cloração e tempo de contato de 1 dia. Adicionalmente, foram realizados estudos prospectivos no sentido de avaliar a toxicidade de extrato, águas de estudo e efluentes dos processos de tratamento por meio de bioensaios com cladóceros e camundongos, além de biomonitoramento com a espécie de peixe Danio rerio. / Considering the increase in the frequency of cyanobacterial blooms and the possibility of by-product formation in water supply sources for human consumption, this work was carried out in order to evaluate the removal of cells and by-products of Microcystis spp. using the processes of double filtration (gravel upflow filtration of coagulated water followed by rapid sand downflow filtration), oxidation and adsorption in powdered and granular activated carbons. Bench scale assays were performed in phase 1 to determine the operational conditions of the tests to be performed in a continuous flow pilot plant, using a study water prepared with filtered water in the water treatment plant 2 of Sao Carlos and culture of a toxic strain of Microcystis spp. and/or microcystins extract. Based on the conditions stated in phase 1, phase 2 was carried out by performing tests in the pilot plant for study waters prepared with culture of toxic strain of Microcystis spp. and phase 3 of microcystins extract from material collect in the de Barra Bonita – SP reservoir. The double filtration system used resulted very efficient concerning the removal of cells of Microcystis spp., but, on the other hand, the removal or degradation of extracellular microcystins was significant with the use of complementary processes such as oxidation and or activated carbon adsorption. With regards to the waters studied, there wasn’t significant formation of by-products due to the oxidation of the effluent of each combination of processes, when submitted to chlorination with detention time of 1 day. Additionally, it was observed the toxicity effect by bioassays with crustaceans and mices, besides Danio rerio fish screening.

Abstract Pollutant (such as metals and sulphate) contamination exists in the wastewaters of many industries, including mining operations, metal plating facilities, and tanneries. Adsorption is one of the most commonly used processes for the removal of pollutants from waters and wastewaters due to its high efficiency and simple operation. Activated carbon is the most frequently used adsorbent material, although its high cost inhibits its widespread use in wastewater treatment. Therefore, there is a need to develop other adsorbents from alternative inexpensive raw materials such as locally available industrial and mineral waste and by-products. The aim of this thesis was to study the possibility of using industrial waste materials such as carbon residue, metakaolin, blast-furnace slag and analcime as an inexpensive sorbent for iron, copper, nickel, arsenic, antimony and sulphate removal from aqueous solutions. To enhance their adsorption capacity, different chemical treatments (i.e. activation, modification, geopolymerisation) were performed. As a result, the level of removal of iron, copper and nickel by carbon residue and zinc chloride activated carbon residue was higher than that by the commercial activated carbon. Iron chloride modified carbon residue was the most effective sorbent material for sulphate removal when compared to the other studied chemically modified/activated carbon residues. Blast-furnace slag and metakaolin geopolymers as well as their raw materials, were examined for the simultaneous removal of nickel, arsenic and antimony from the spiked mine effluent. In the case of blast-furnace slag, geopolymerisation clearly increased the efficiency of nickel, arsenic and antimony removal to a beneficial level. The barium chloride modified blast-furnace-slag geopolymer was a very efficient sorbent material for sulphate removal and it could thus be a technically feasible sulphate sorbent for wastewater treatment (e.g. in the mining industry in applications in which very low sulphate levels are desired). Barium chloride modified acid washed analcime could also be a potential sorbent for sulphate removal. / Tiivistelmä Teollisuuden jätevedet kuten kaivosvedet ja metalliteollisuuden prosessien jätevedet voivat sisältää monenlaisia haitallisia ja jopa myrkyllisiä aineita kuten metalleja ja sulfaattia. Adsorptiota käytetään yleisesti esimerkiksi metallien ja orgaanisten yhdisteiden poistossa vesiliuoksista, koska se on tehokas ja yksinkertainen menetelmä. Aktiivihiili on yleisimmin käytetty adsorbenttimateriaali vedenpuhdituksessa, mutta sen hinta joissain tapauksissa rajoittaa sen käyttöä. Tämän vuoksi on tarvetta kehittää vaihtoehtoisia adsorbenttimateriaaleja edullisista raaka-aineista. Viime vuosien aikana on raportoitu mm. teollisuus- ja mineraalijätteistä, joita voidaan hyödyntää vesien ja jätevesien puhdistuksessa. Tämän työn tavoitteena oli hyödyntää teollisuudesta muodostuvia jätemateriaaleja (hiilijäännös, metakaoliini, masuunikuona ja analsiimi) raudan, kuparin, nikkelin, arseenin, antimonin tai sulfaatin poistossa malli- ja jätevesistä. Materiaaleja käsiteltiin erilaisilla kemikaaleilla (aktivointi, modifiointi tai geopolymerointi), jotta niiden adsorptiotehokkuudet paranisivivat poistettavia aineita kohtaan. Tulokset osoittivat, että raudan, kuparin ja nikkelin poisto oli sekä käsittelemättömällä että sinkkikloridilla aktivoidulla hiilijäännöksellä korkeampi kuin kaupallisella aktiivihiilellä. Arseenin, nikkelin ja antimonin poistoa kaivosvedestä tutkittiin masuunikuona- ja metakaoliinigeopolymeereillä, joista masuunikuonageopolymeeri osoittautui tehokkaimmaksi metallien poistajaksi. Bariumkloridilla modifioitu masuunikuonageopolymeeri puolestaan poisti erittäin tehokkaasti sulfaattia kaivoksen jätevedestä. Rautakloridilla modifioitu hiilijäännös ja happopesty bariumkloridilla modifioitu analsiimi osoittatuivat myös lupaavaksi materiaaliksi sulfaatin poistossa.

Les procédés membranaires hybrides (PMH) allient la filtration membranaire basse pression à l’usage du charbon actif en poudre (CAP). Afin de diminuer les coûts opérationnels du procédé, il a été proposé de laisser vieillir le CAP dans le PMH et donc de minimiser le dosage de CAP frais. Peu d’information est disponible quant à la capacité résiduelle d’adsorption de suspensions de CAP âgées. L’importance relative de l’adsorption et de la biodégradation dans les réacteurs à CAP âgés sur le traitement des composés dissous est inconnue, ce qui empêche notamment l’optimisation du procédé. <p><p>Le principal objectif de ce projet de recherche est de décrire la performance du contacteur à CAP du PMH pour l’enlèvement de l’azote ammoniacal, du carbone organique dissous (COD), du COD biodégradable (CODB) et des micropolluants. Dans ce projet, l’emphase est placée sur l’opération du PMH avec de hauts temps de rétention de CAP. <p><p>La première phase de ce projet a consisté en une série de développements méthodologiques, base nécessaire à l’étude du CAP âgé. Des méthodes permettant la quantification de la biomasse hétérotrophe et nitrifiante colonisant le CAP âgé ont mis en évidence des densités de biomasse similaires à celle du charbon actif en grain en surface de filtre biologiques. L’irradiation aux rayons gamma a été démontrée comme une méthode adéquate pour produire des témoins abiotiques à partir de CAP de 10 et de 60 jours.<p><p>La seconde partie de cette étude s’est concentrée sur la démonstration de l’efficacité du PMH pour l’enlèvement de l’azote ammoniacal, du COD, ainsi que d’un mélange de micropolluants. Les cinétiques d’enlèvements ayant lieu au sein de des contacteurs à CAP ont été simulées en laboratoire sous diverses conditions (température, concentration en CAP, âge de CAP, matrice d’eau variable, temps de contact). Deux modèles cinétiques prédisant l’enlèvement de l’azote ammoniacal et du COD dans le PMH ont été développés sur base des simulations en laboratoire suivies sur CAP neuf, colonisé et abiotique. <p><p>De manière générale, les travaux réalisés au cours de ce doctorat ont mis en évidence le rôle majeur de l’adsorption résiduelle sur l’enlèvement de la contamination dissoute. Alors que l’enlèvement d’azote ammoniacal a majoritairement eu lieu par nitrification, le COD et les micropollutants sont principalement adsorbés sur le CAP colonisé. Il a aussi été montré que la capacité d’adsorption résiduelle des suspensions de CAP âgées peut agir en tampon, permettant de faire face à une augmentation soudaine de la concentration en azote ammoniacal, en COD ou en micropolluants. Le suivi des cinétiques d’enlèvement a permis de démontrer que la concentration, l’âge de CAP et le temps de rétention hydraulique (TRH) sont trois paramètres clefs pour l’optimisation du procédé. D’un point de vue économique, un TRH inférieur à 15 min est néanmoins désiré pour limiter les coûts du procédé. Par ailleurs, l’intérêt économique associé à l’augmentation de l’âge du CAP peut-être atténué par le besoin d’augmenter la concentration en CAP si l’adsorption est le mécanisme visé. De façon générale, ce projet démontre qu’une optimisation à l’échelle pilote du procédé est nécessaire car les objectifs de traitement, la qualité de l’eau à traiter et le fait que les 3 paramètres d’opération soient inter-reliés complexifient l’optimisation du PMH. Étant donné l’impact du TRH sur le coût du PMH, de futures recherches devraient viser à l’optimisation du mélange. <p>Hybrid membrane processes (HMPs) couple membrane filtration with powdered activated carbon (PAC). In HMPs, low-pressure membranes ensure an efficient particle removal, including protozoan parasites such as Cryptosporidium, while the PAC contactor is devoted to the removal of dissolved compounds. Such processes are emerging as a promising alternative to conventional treatment chains, which no longer allow the drinking water facilities to comply with increasingly stringent regulations on the treated water quality. To decrease the operating costs associated with virgin PAC consumption, it was suggested to let the PAC age in the PAC contactor of the process. Until now, the potential of using aged PAC in HMPs has been demonstrated for ammonia and DOC removal, but the potential to remove micropollutants remains unknown. It is suggested that the biological activity in aged PAC contactors contributes significantly to the removal of the dissolved compounds. Yet, neither the extent of the biomass on the aged PAC, nor the residual adsorption capacity, was quantified. No study focused on discriminating the mechanisms responsible for the treatment when using aged PAC suspensions. Most of the data published on HMPs using aged PAC were gathered at pilot scale under warm water conditions, yet the efficiency of the process is most likely sensitive to temperature changes. There is currently little information available on the efficiency of HMPs under cold water conditions. This lack of information hinders the optimization of the HMP, leading to sub-optimal usage of aged PAC.<p><p>The main objective of this research project is to describe the performance of the PAC contactor of HMPs in removing ammonia, dissolved organic carbon (DOC), biodegradable DOC (BDOC) and micropollutants. In particular, emphasis was placed on the operation of the HMP under high PAC residence times. On a more detailed level, the objectives of this project were (1) to develop and compare methods to quantify the biomass developed on aged PAC, (2) to develop a method to produce an abiotic control for aged PAC, (3) to characterize the removal kinetics of ammonia, DOC, BDOC and micropollutants occurring in the carbon contactor of an HMP, (4) to evaluate the impact of water temperature on the performance of the carbon contactor of an HMP, (5) to discriminate the relative importance of adsorption versus biological oxidation as mechanisms responsible for ammonia, DOC and micropollutants removal in the PAC contactor of an HMP, and finally (6) to differentiate the relative importance of the hydraulic retention time (HRT), the PAC age and the PAC concentration as key operating parameters on the optimization of the performance of the PAC contactor of an HMP.<p><p><p>To set the basis on the study of aged PACs, the first part of this research project consisted in methodological developments i) to quantify the heterotrophic and nitrifying biomass colonizing aged PAC, and ii) to create a reliable abiotic control of the colonized PAC, which is required for discriminating the mechanisms occurring on aged PAC. Heterotrophic and nitrifying biomass quantifying methods developed for colonized granular activated carbon (GAC) were successfully adapted to the aged PAC. The preferred methods were the potential 14C-glucose respiration (PGR) rate and the potential nitrifying activity (PNA), as they quantify the active heterotrophic and nitrifying biomass, which is most likely responsible for the depletion of BDOC and ammonia. An alternative method to the PGR, the potential acetate uptake (PAU) rate, was developed to alleviate the logistical and budgetary issues associated with the utilization of radio-labeled glucose. The densities (per gram of dry PAC) of both active heterotrophic and nitrifying biomasses were found comparable to that of the GAC sampled from the surface of a biological GAC filter. The gamma-irradiation was demonstrated as a reliable method to produce abiotic samples from soils, and was therefore chosen to produce abiotic colonized PAC samples in this project. In order to determine the optimized dosage of gamma-rays, increased doses were applied on PAC samples. Heterotrophic plate counts and methylene blue adsorption kinetics were used to determine respectively the lowest gamma ray dose required to inhibit the bacterial activity, and the highest dose that could be applied without affecting the aged PAC adsorption capacity and kinetics. Refractory DOC (RDOC) adsorption kinetics confirmed the accuracy of the dose chosen as the adsorptive behavior of the aged PAC was not affected. PGR rates were decreased 83% at the optimized dose. The gamma-irradiation method was therefore proven efficient and used in the following work phases of this research.<p><p>The second part of this study focused on the removal of ammonia, DOC and a mixture of micropollutants. Firstly, the PAC contactor of an HMP was simulated at lab-scale to monitor ammonia removal kinetics. Three PAC concentrations (approximately 1-5-10 g/L) of three PAC ages (0-10-60 days) were tested at two temperatures (7-22°C), in settled water with ambient influent condition (100 µg N–NH4/L) as well as under a simulated peak pollution scenario (1000 µg N–NH4/L). The kinetics evidenced that ammonia flux at pilot scale limited biomass growth (HRT = 67 min). In contrast, PAC colonization was not limited by the available surface and thus, PAC concentration was not a key operating parameter under the colonizing conditions tested (5-10 g/L). Ammonia adsorption was significant onto virgin PAC but the ammonia nitrification was crucial to reach complete ammonia removal at 22°C. When using colonized PAC, the 60-d PAC offered a better resilience to temperature decreases (78% at 7°C) as well as lower operating costs than the 10-d PAC (<10% at 7°C). Significant ammonia adsorption was also evidenced on 60-d PAC suspension, most probably due to PAC and the presence of suspended solids, but not on 10-d PAC. Adsorption and nitrifying activity were superior on 60-d PAC than on 10-d PAC at 7°C. In case of peak pollution, the process was most probably phosphate-limited but a mixed adsorption/nitrification still allowed 50% ammonia removal on 10-d and 60-d PAC at 22°C. A kinetics based model was developed to predict ammonia removals and to determine the relative importance of the adsorption and nitrification on colonized PAC under the conditions tested. <p><p>DOC, BDOC and RDOC removals occurring in the PAC contactor of an HMP were also simulated at lab-scale. Similar conditions to that of the ammonia removal kinetics were tested. The initial ammonia concentration remained untouched in the water matrices (settled water and raw water) but the BDOC-to-DOC ratio was altered by pre-ozonation (0 to 1.5 g O3/g C). The 10-d and 60-d abiotic controls were used to discriminate DOC adsorption from biodegradation. DOC biodegradation contributed marginally to DOC removal in the investigated conditions and DOC adsorption was increased at higher temperature. An original model integrating the PAC age distribution was developed to predict DOC removal in aged PAC contactors operated at steady-state. At a mean PAC residence time of 60-d, the younger PAC fraction (25-d and less) was primarily responsible for DOC adsorption (> 80%). This fraction represents 34% of the mass of PAC in the contactor. When using a water matrix with a higher initial DOC concentration (raw water) or a lower affinity for PAC (pre-ozonated settled water), the residual adsorption capacity of that older fraction was proven useful. <p><p>Lastly, a mixture of micropollutants (atrazine, deethylatrazine (DEA), linuron, microcystin, caffeine, carbamazepine, sulfamethoxazole, diclofenac, progesterone and medroxyprogesterone) was spiked at environmentally relevant concentrations (from 130 ng/L to 33 µg/L) in settled water (0 and 0.85 gO3/gC). The micropollutants concentration depletion was monitored over a period of 7h to 48 h on 1 g/L of 0-d, 10-d, 60-d PAC and gamma-irradiated 60-d PAC. Even in presence of NOM, the spiked micropollutants were rapidly adsorbed on aged PAC. No biodegradation was observed. Removals superior to 95% were reached within 5 minutes, and direct competition with NOM did not impact the efficiency of the process when micropollutants were spiked at environmentally relevant concentrations. Therefore, HMPs operated to remove DOC and ammonia can control transient micropollutant pollution and comply with the World health Organization recommendations for atrazine (2 µg/L) and microcystin (1 µg/L). However, the stricter European regulations for atrazine and DEA (0.1 µg/L) could not be met with 10-d and 60-d PAC under the operating conditions tested. Reaching such strict treatment objective would require a specific optimization of the process. <p><p>In general, this PhD research evidenced the role of the residual adsorption of aged PAC suspensions for the treatment of dissolved compounds. From the results obtained in this project, the potential of HMPs using aged PAC to remove micropollutants was evidenced. Additional research is however required to validate this potential under varied operating conditions. The modeling work improved the understanding of aged PACs. Finally, this research work provides original information on the optimization of HMPs. The optimization of the operating parameters will vary with the water quality targeted and the quality of the influent water. The PAC concentration, PAC age and HRT are inter-related. Therefore, it is recommended to optimize the operation of HMPs at pilot scale. Seasonal variations should be accounted for. An HRT of at least 15 min is required when the biological activity is mandatory to reach the water quality objectives. Lower HRT might be applied if adsorption is favored. Finally, as the HRT has a strong impact on the total cost of the process (capital and operational expenditure), PAC contactors’ hydraulic should be the point of focus of future research.& / Doctorat en Sciences agronomiques et ingénierie biologique / info:eu-repo/semantics/nonPublished

The small village Chonyonyo, in the district Karagwe in the northwest of Tanzania has a shortage of safe drinking water. Women and children spend several hours a day fetching water and gathering firewood to boil the water to make it more suitable for drinking. The need of new sustainable water supply solutions is fundamental for providing more people with safe drinking water.   Two water distribution alternatives was suggested by Engineers Without Borders and MAVUNO as possible solutions to supply the community with water.  Alternative 1 consisted of a 10 km distribution system from an already existing groundwater well at the MAVUNO office to Chonyonyo. Alternative 2 consisted of a 3.5 km distribution system from the most neighboring valley to Chonyonyo, where no groundwater well exists today. Both alternatives would be powered by solar panels and operated six hours a day. The most sustainable distribution solution was chosen by modeling the distribution alternatives in the modeling software EPANET. Input parameters to simulate the model were position, elevation and dimension of storage tanks and pipes. Other required input parameters were absolute roughness, water withdrawal, operation hours, description of the withdrawal pattern for the water outlet and other modelling conditions such as a suitable simulation time. The selection of water distribution system was based on minimum requirements of energy used for operation weighed with lowest possible water residence time in the storage tank. Water quality analyses of the raw water source for distribution alternative 1 were performed in order to classify the water and select suitable water treatment solutions. The analyses consisted of microbiological and metal/metalloid analyses, and measurements of EC and pH. The result of the simulation showed that neither of the distribution alternatives met all the pipe design criteria. The main reason is that the system can not be constantly operated. If this criterion is excluded the optimal solution is distribution alternative 1 with an outer pipe diameter of 110 mm throughout the whole distribution system and a water residence time in the storage tank of 57.1 hours. The water quality analysis showed that the ground water source for distribution alternative 1 was affected by surface water and is thus classified as unusable because of high levels of harmful bacteria and lead. The most suitable water treatment solution due to the aspects of sustainable water supply are the microbiological barriers ultrafiltration and UV-light in combination with a treatment method to remove lead from the water. / I samhället Chonyonyo i distriktet Karagwe i nordvästra Tanzania råder brist på säkert dricksvatten. Kvinnor och barn spenderar flera timmar om dagen för att hämta vatten och samla ved för att koka vattnet så att det blir säkrare att dricka. Behovet av nya hållbara vattenlösningar är fundamental för att kunna försörja fler människor med säkert dricksvatten.   Två vattendistributionsalternativ lades fram av Ingenjörer utan gränser och MAVUNO som möjliga lösningar för att försörja invånarna i Chonyonyo med dricksvatten. Alternativ 1 bestod av ett 10 km distributionssystem från en befintlig grundvattenbrunn vid MAVUNO:s kontor. Alternativ 2 bestod av ett 3.5 km distributionssystem från den närmaste dalen till samhället Chonyonyo, där det inte finns någon befintlig grundvattenbrunn. Båda alternativen kommer att drivas av solpaneler och vara under drift sex timmar per dygn. Det lämpligaste distributionsalternativet valdes ut genom simulering i mjukvaran EPANET. Ingångsparametrar för simuleringen var bl.a. position, höjd och dimension på reservoarer och ledningar. Ytterligare nödvändiga parametrar var skrovlighet på ledningar, storlek på vattenuttag, antal driftstimmar, uttagmönster från vattenkranar i systemet samt andra modelleringsförhållanden såsom en lämplig simuleringstid. Valet av distributionssystem grundades på lägsta möjliga energibehov för drift viktat mot lägsta möjliga uppehållstid i vattenreservoarerna.   Kvalitetsanalyser av råvattnet för distributionsalternativ 1 genomfördes för att klassificera vattnet och göra lämpliga val av vattenreningslösningar. Analyserna omfattade mätning av ett antal mikrobiologiska parametrar, metaller/metalloider samt EC och pH. Simuleringen visade att ingen av alternativen kunde uppnå alla designkriterierna. Huvudorsaken till det är att systemet endast är i drift periodvis. Bortsett från dessa kriterier var det optimala lösningen distributionsalternativ 1 med en yttre rördiameter på 110 mm genom hela systemet med en maximal uppehållstid i vattenreservoaren på ca 57 timmar.   Analyserna visade att grundvattnet var ytvattenpåverkat och klassificeras som otjänligt med höga nivåer av skadliga bakterier och bly. De lämpligaste vattenreningslösningarna i förhållande till hållbarhetsaspekterna var de mikrobiologiska barriärerna ultrafiltrering och behandling med UV-ljus kombinerat med en reningsmetod för att avskilja bly från vattnet.

Abstract This thesis examines three different areas of water treatment technology: the application of organic peracids in wastewater treatment; the removal of organic residues from boiler make-up water; and the use of geopolymers as sorbents. The main advantages of peracids as alternative wastewater disinfectants are their effective antimicrobial properties and high oxidation power, as well the absence of harmful disinfection by-products after their use. Performic, peracetic and perpropionic acids were compared in laboratory-scale disinfection, oxidation and corrosion experiments. From the techno-economical point of view, performic acid proved to be the most effective disinfectant against E. coli and fecal enterococci. However, in the bisphenol-A oxidation experiments, no advantages compared to hydrogen peroxide use were observed. It was also determined that corrosion rates on stainless steel 316L were negligible, while carbon steel seemed unsuitable in terms of corrosion for use with peracids even in low concentrations. Organic compounds in the boiler plant water-steam cycle thermally decompose and form potentially corrosive species. Activated carbon filtration was confirmed to be a suitable method for the removal of organic residue from deionized boiler make-up water. No significant differences in terms of treatment efficiency between commercial activated carbons were observed. However, acid washing as a pre-treatment reduced the leaching of impurities from new carbon beds. Nevertheless, a mixed-bed ion exchanger was required to remove leached impurities, such as silica and sodium. Geopolymers, or amorphous analogues of zeolites, can be used as sorbents in the treatment of wastewater. Metakaolin and blast-furnace-slag geopolymers showed positive potential in the treatment of landfill leachate (NH4+ ) and mine effluent (Ni, As, Sb). / Tiivistelmä Tämä väitöskirja käsittelee kolmea erillistä vedenkäsittelyteknologian osa-aluetta: orgaanisten perhappojen käyttöä jäteveden käsittelyssä, orgaanisten jäämien poistoa suolavapaasta kattilalaitoksen lisävedestä ja geopolymeerien sovelluksia vedenkäsittelysorbentteina. Orgaanisten perhappojen pääasialliset edut verrattuna kilpaileviin tekniikoihin ovat hyvä desinfiointiteho, korkea hapetuspotentiaali ja desinfioinnin sivutuotteiden muodostumattomuus. Permuurahais-, peretikka- ja perpropaanihapon vertailu osoitti permuurahaishapon olevan kemikaaleista tehokkain E. coli - ja enterokokkibakteerien inaktivoinnissa kustannus- ja teknisistä näkökulmista. Hapetuksessa, jossa käytettiin bisfenoli-A:ta malliaineena, ei kuitenkaan havaittu etua verrattuna edullisempaan vetyperoksidiin. Ruostumattoman teräksen (316L) pinnalla ei havaittu merkittävää korroosiota, kun taas hiiliteräs ei sovellu käytettäväksi perhappojen kanssa. Orgaaniset jäämät kattilalaitoksen vesi-höyrykierrossa hajoavat termisesti pienen moolimassan hapoiksi ja aiheuttavat korroosioriskin. Aktiivihiilisuodatuksen todettiin olevan soveltuva menetelmä orgaanisten jäämien poistoon lisävedestä. Aktiivihiililaatujen välillä ei havaittu merkittäviä eroja, mutta happopesu aktiivihiilen esikäsittelynä vähensi hiilestä liukenevien epäpuhtauksien määrää. Geopolymeerit ovat zeoliittien amorfisia analogeja ja niiden ioninvaihtokykyä voidaan hyödyntää vedenkäsittelysovelluksissa. Metakaoliini- ja masuunikuonapohjaisten geopolymeerien todettiin olevan lupaavia materiaaleja malliliuosten, kaatopaikan suotoveden ja kaivoksen purkuveden käsittelyssä poistettaessa ammoniumia, nikkeliä, arseenia ja antimonia.

Ce travail, sur la dépollution de l’eau par OVHC sur charbon actif (CA), étudie l'interaction oxydation - adsorption : comment l'oxydation sur charbon de produits aromatiques modifie ses propriétés et en particulier sa capacité d'adsorption et d'oxydation (désactivation). Divers charbons commerciaux, mais aussi issus de boues activées, ont été caractérisés avant et après oxydation : propriétés texturales, composition élémentaire (CHNSO), fonctions de surface, pH au point de charge nulle et allure des courbes ATG. Seule leur teneur en cendres semble différer notablement. Les charbons actifs de boues ont une surface spécifique bien moindre (de 90 à 265 m².g-1) et un taux de cendres supérieur à 50% qui en font de moins bons adsorbants. Cependant la présence de métal, notamment le fer, a un effet positif sur l'oxydation catalytique. L'étude comparative en oxydation catalytique de 4 CA commerciaux en grains montre une désactivation intense (qui augmente avec la concentration de polluant) sur les 3-4 premières utilisations, puis une stabilisation. Le charbon résultant est nettement moins adsorbant. Les CA S23 et F22 ainsi stabilisés ont ensuite été utilisés pour déterminer la cinétique d'oxydation catalytique apparente et intrinsèque du phénol, grâce à un modèle incluant la diffusion. La comparaison de l'OVHC de 4 polluants aromatiques seuls et en divers mélanges synthétiques met en évidence des effets de mélange significatifs: les polluants les plus réfractaires en oxydation catalytique se dégradent beaucoup plus vite en mélange (ex 4NP) et inversement, les polluants les plus oxydés, lorsqu'ils sont seuls en solution, voient leur cinétique diminuer lorsqu'ils sont mélangés aux autres polluants (ex phénol, 4chlorophénol). Le mélange tend donc à uniformiser les comportements particuliers. Enfin, les essais de faisabilité du procédé de régénération oxydante AD-OX ont été effectués sur des effluents industriels. La régénération du charbon actif comme adsorbant est moins limitée qu'avec des mélanges de phénols substitués. / This work, on water treatment by catalytic Wet Air Oxidation (CWAO) using activated carbon (AC), aimed to study the interaction between oxidation-adsorption phenomena: how the oxidation of aromatic compounds on AC can modify its properties and specially its adsorption and oxidation characteristics (deactivation). Various commercials AC, and AC produced from activated sludge, have been characterized before and after oxidation by according methods such as textural characterization, elemental analysis (CHNSO), functional groups on carbon surfaces analysis, pH of the point of zero charge (pHpzc) analysis and thermogravimetric analysis (TGA); however, only their ash level was significantly different. In addition, the sludge based AC (SBAC) have a specific surface range of 90 to 265 m².g-1, which is lower than commercial AC, and with an ash level over 50%. Consequently they are less good adsorbents. However, the presence of metal, e.g. iron, has a positive affect on catalytic oxidation. The comparative study of catalytic oxidation with 4 commercial AC, show a severe deactivation (which increase with the pollutant concentration) on the first 3-4 utilizations before stabilization. The residual AC is clearly poor adsorbent. After stabilization, 2 commercials AC, only S23 and F22 CA, were studied on catalytic oxidation of phenol in term of apparent and intrinsic kinetics with including the diffusion effect in the model. The CWAO of 4 pure aromatic pollutants, and their various synthetic mixtures, showed mixing effects significantly: the most oxidation catalytic refractory pollutants were degraded rapidly when they mixed (e.g. 4-nitrophenol) but the kinetic was slow down for the pure pollutant whereas, the most oxidised pollutants, for pure solution, have an oxidation kinetic slower than when they mixed with others pollutants (e.g. Phenol, 4-chlorophenol). Therefore, the mixture tends to standardize from the individual behaviour. In conclude, the feasibility study of the oxidative regeneration process (AD-OX) was performed on industrial waste water. The regeneration AC as adsorbent is less limited than with mixtures of substituted phenols.