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Aus der Einleitung: "Xenobiotika werden durch den Menschen in die Stoffkreisläufe der Natur eingebracht, sie sind dort ursprünglich nicht anzutreffen. Dazu zählen auch Medikamente, die der menschliche Körper in kurzer Zeit wieder ausscheidet ohne diese abzubauen. Die bestehenden Abwasserreinigungsanlagen sind derzeit nicht in der Lage diese Frachten vollständig zu eliminieren, sodass sie unweigerlich in die Umwelt gelangen und dort undefiniert Einfluss nehmen. Xenobiotika können bereits in den großen Wasserreservoirs der Erde detektiert werden, die Prognose für die nächsten Jahre zeigt eine 30% Steigerung der Emissionen auf. In Deutschland gelangen z.B. jährlich 63 Tonnen des Schmerzmittels Diclofenac in die Flüsse (Bundesumweltamt 2014). Der Mensch hinterlässt regelrechte anthropogene Fußabdrücke, bestehend aus Schmerzmitteln, Antibiotika und Hormonen. Die problematischen Emissionen einiger Xenobiotika treten anhand von Folgeerscheinungen weltweit immer gravierender zutage (Bundesumweltamt 2014). So müssen das globale Artensterben (Geier in Indien), die Verweiblichung von Tierpopulationen in aquatischen Systemen und Krebserkrankungen mit partiell hohen Xenobiotika-Belastungen in der Umwelt in Zusammenhang gebracht werden. Die Entfernung von Xenobiotika insbesondere aus den Wasserkreisläufen stellt eine große ökonomische als auch ökologische Herausforderung zum Schutz der Lebensräume dar. ..."

Inserção da metodologia de Produção Mais Limpa em Estações de Tratamento de Efluentes (ETE) de indústrias no geral. O conceito fornecido pela Produção Mais Limpa permite sua aplicação aos tratamentos de fim de tubo, não se restringindo somente ao processo produtivo. A aplicação desta ferramenta visa um incremento e a melhoria contínua do sistema de gestão ambiental englobando o tratamento de todo o tipo de poluição gerada, especificamente neste trabalho, os efluentes industriais. As ETE, com um gerenciamento e operação adequados, além de minimizarem os efeitos poluidores dos efluentes gerados nas indústrias a níveis exigidos pela legislação aplicável ou a padrões de qualidade requeridos internamente em seu processo, podem controlar todo o processo produtivo interno a fábrica. Há a possibilidade de através dos diversos parâmetros processuais de controle detectar grande parte dos desvios produtivos ocorridos no interior da fábrica. Com a aplicação da ferramenta de Produção Mais Limpa em Estações de Tratamento de Efluentes Industriais, demonstra-se através de suas diversas metodologias: - A melhoria contínua em todos os processos produtivos e de tratamento de efluentes envolvidos na indústria; - O aumento progressivo das eficiências processuais; - Que investimentos e meio ambiente estão fortemente atrelados para o desenvolvimento da indústria e seu fortalecimento tanto a nível comercial quanto na sociedade. Portanto, a abordagem dada para a Produção Mais Limpa neste trabalho é mais abrangente - enfocando os tratamentos fim de tubo - as Estações de Tratamento de Efluentes Industriais. / The insertion in industries of Cleaner Production Methodology in Wastewater Treatment Plants (WTP). The concept given from the Cleaner Production allows its application to the end of pipe treatment, not restraining it to the productive process. The application of that tool aims the development and the continuous improvement of the environmental management system gathering the treatment of any type of generated pollution, specifically in this dissertation, the industrial wastewater. The WTP, with a suitable supervision and operation, not only minimizes the polluting effects of the effluents generated by the industries to levels demanded by the applicable legislation or to patterns of quality required internally in its process, but also can control the whole factory intern productive process. There is the possibility of detecting great part of the productive deviation that occurred in the interior of the factory through many controlling processual parameters. With the application of the tool of Cleaner Production in the Treatment Stations of Industrial Effluents, it demonstrates through many of its methodologies: - The continuous improvement in all of the productive and treatment processes of effluents involved in the industry; - The progressive enlargement of the processual efficiency; - Which investments and environment are strongly related to the development of the industry and its strengthening both on commercial and social levels. Therefore, the approach given to the Cleaner Production in this dissertation is wider - focusing the end of pipe treatment - the Treatment Stations of Industrial Effluents.

Largement utilisés par l’agriculture intensive, les pesticides sont aujourd’hui présents dans les différents compartiments environnementaux et ce à un niveau mondial. Les recherches de ces travaux de thèse se sont plus particulièrement portées sur deux grandes thématiques, l’une liée à l’écodynamique des pesticides en Garonne estuarienne par la caractérisation des sources, la présence et le devenir des molécules, et l’autre sur leur transfert dans les compartiments eau, air et sols d’un château viticole. Des méthodes d’analyse simples et rapides à mettre en oeuvre ont été optimisées, tout en étant sensibles afin d’être compatibles avec l’étude des milieux faiblement contaminés.Les pesticides les plus fortement quantifiés dans les stations d’épuration (STEP) bordelaises sont le diuron, l’imidaclopride et le fipronil (≈ 50-100 ng.L-1). N’étant pas éliminés par les différents traitements, ils sont présents dans les rejets (apports de l’ordre du g.j-1) qui peuvent alors être une source de contamination pour le milieu. Si les pesticides majoritairement présents dans la Garonne sont le métolachlore et ses métabolites (≈ 10-800 ng.L-1), qui présentent des pics printaniers en lien avec l’application de la molécule, les pesticides caractéristiques de STEP sont également quantifiés. Les concentrations sont plus faibles (0,5-20 ng.L-1) et moins variables mais ne peuvent cependant pas être négligées, certaines molécules étant fortement toxiques même à faible concentration, comme le fipronil (PNEC = 0,77 ng.L-1).Les sols du château viticoles sont caractérisés par des pics printaniers (50-1000 ng.g-1) en pesticides en lien avec les applications, comme le boscalid ou l’azoxystrobine. Des molécules non utilisées depuis plusieurs années, comme le diuron, ont également été mis en évidence à plus faibles niveaux de concentrations (ng.g-1) et moins variables ce qui témoigne de la persistance de certaines molécules. Le compartiment atmosphérique est également caractérisé par des pics saisonniers en lien avec l’application et la volatilité des molécules, comme le folpel ou le chlorpyrifos-methyl. Des pesticides non utilisés par le château mais potentiellement appliqués par des exploitations voisines comme le métolachlore ont également été détectés, ce qui démontre bien du transport des molécules. Des pesticides interdits (diuron), non utilisés (métolachlore) et utilisés (boscalid) par le château ont été mis en évidence dans la nappe phréatique. / Intensive use of pesticides led to a widespread contamination of water, air and soils compartments. The present study focused on two main subjects, one based the ecodynamic of pesticides in Garonne River by characterization of sources, presence and outcome of these molecules and one other based on their transfer to air, water and soil compartments of a vineyard. Easy and fast methods of extractions were optimized although they were sensitive in order to be applied for mildly contaminated samples.Most quantified pesticides in Bordeaux wastewater treatment plants (WWTP) were diuron, imidaclopride and fipronil (≈ 50-100 ng.L-1). As treatments were not efficient to remove pesticides, effluents are a significant source for the Garonne River (daily discharge around 5 g). Even if major pesticides in Garonne River were metolachlor and its metabolites (≈ 10-800 ng.L-1) which showed spring peaks, typical WWTP pesticides were also quantified. Concentrations were lower (0,5 - 20 ng.L-1) and variable but they cannot be neglected as they can be highly toxic. Fipronil was for instance detected at concentrations sometimes exceeding its PNEC (0.77 ng.L-1).Vineyard soils were characterized by spring peaks of pesticides (50-1000 ng.g-1) that can be related to applications, like boscalid or azoxystrobine. Pesticides forbidden for a long time have also been detected, like diuron but in lower concentrations levels (ng.g-1) and less variable, that highlighted persistence of such molecule. Atmospheric compartment was also characterized by spring peaks than can be related to applications and molecule volatility, with the presence of folpet and chlorpyrifos-methyl. Pesticides non used by the vineyard were also detected such as metolachlor, which highleted the transport of such molecules. Forbidden (diuron), non-used (metolachlor) and currently used (boscalid) pesticides were detected in the aquifer.

<p>The presence of human pathogens in water indicates the sanitary risk associated with different types of water utilization. This study surveyed the sources of human pathogens in urban waters. In order to evaluate the microbiological water quality of urban water, the enumeration of various indicator bacteria (total coliform, fecal coliform, E.coli and enterococci) is usually used.</p><p>The abundance of indicator bacteria in urban water indicates the level of fecal contamination and the presence of other human pathogens such as protozoan pathogens (Giardia lamblia & Cryptosporidium parvum).</p><p>Fecal pollution of urban waters can be from human and animal origin. Point sources of fecal contamination in an urbanized area are the effluents of urban wastewater treatment plants. While non-point sources are usually originated from diffuse sources such as (runoff from roads, parking lots, pets, leaks, failing septic systems and illegal sewer connections to storm drains). urban stormwater is considered as a major carrier for delivering human pathogens from diffuse sources to receiving waters. Increases in urban stormwater volumes have resulted from increasing urbanization and growth of impervious surfaces.</p><p>In order to reduce high amounts of human pathogens in urban waters, different methods are used nowadays to develop urban wastewater treatment plants technologies and urban stormwater management practices.</p>

The presence of human pathogens in water indicates the sanitary risk associated with different types of water utilization. This study surveyed the sources of human pathogens in urban waters. In order to evaluate the microbiological water quality of urban water, the enumeration of various indicator bacteria (total coliform, fecal coliform, E.coli and enterococci) is usually used. The abundance of indicator bacteria in urban water indicates the level of fecal contamination and the presence of other human pathogens such as protozoan pathogens (Giardia lamblia & Cryptosporidium parvum). Fecal pollution of urban waters can be from human and animal origin. Point sources of fecal contamination in an urbanized area are the effluents of urban wastewater treatment plants. While non-point sources are usually originated from diffuse sources such as (runoff from roads, parking lots, pets, leaks, failing septic systems and illegal sewer connections to storm drains). urban stormwater is considered as a major carrier for delivering human pathogens from diffuse sources to receiving waters. Increases in urban stormwater volumes have resulted from increasing urbanization and growth of impervious surfaces. In order to reduce high amounts of human pathogens in urban waters, different methods are used nowadays to develop urban wastewater treatment plants technologies and urban stormwater management practices.

Carters Creek in Brazos County, Texas, like many surface water reaches in the Texas Gulf Coast region, has been identified for bacteria and nutrient impairment on the Texas Commission on Environmental Quality (TCEQ) 303(d) List. Carters Creek drains a rapidly urbanizing watershed and has been found to carry high concentrations of dissolved organic carbon (DOC), nitrate, phosphate and sodium. These constituents have a severe impact on the creek?s capacity for healthy aquatic life and increase the potential for eutrophication downstream. The creek has also had chronic high Escherichia coli counts, making the creek unsuitable for contact recreation according to the accepted standard for surface water quality, which is a geometric mean of 126 CFU per 100 ml. In this study, grab samples were taken twice monthly from fifteen sites on Carters Creek and its subcatchments from July 2007 to June 2008. The samples were analyzed for E. coli, DOC, total N, NO3-N, NH4-N, Na+, K+, Mg2+, Ca2+, F-, Cl-, Br-, NO2-, SO42- and PO4-3. Mean annual DOC concentrations varied from 24.8 mg/L in Carter at Boonville Road to 55.5 mg/L in Wolfpen Creek; sodium varied from 33 mg/L in Carter at Old Reliance Road to 200 mg/L, also in Wolfpen Creek. Burton 4, the subcatchment with the highest geometric mean for E. coli with 2547 CFU/100 mL, was also sampled with greater geographical intensity for E. coli and optical brightener fluorescence at 445 nm to identify any leaking sewer pipes, but no evidence of defective pipes was found. During both the spring season and annual high flow (storm events), E. coli counts were positively correlated with total urban land use, probably caused by storm runoff carrying residues from impervious surfaces into the stream. High flow E. coli also had a negative relationship with potassium and a positive relationship with calcium, possibly suggesting a bioflocculation effect. Sites downstream of wastewater treatment plants (WWTPs) showed higher nitrate, phosphate, sodium, potassium, chloride and fluoride than other urban subcatchments. Creeks with golf courses carried more phosphate, sodium and fluoride than subcatchments without golf courses or WWTPs.

Inserção da metodologia de Produção Mais Limpa em Estações de Tratamento de Efluentes (ETE) de indústrias no geral. O conceito fornecido pela Produção Mais Limpa permite sua aplicação aos tratamentos de fim de tubo, não se restringindo somente ao processo produtivo. A aplicação desta ferramenta visa um incremento e a melhoria contínua do sistema de gestão ambiental englobando o tratamento de todo o tipo de poluição gerada, especificamente neste trabalho, os efluentes industriais. As ETE, com um gerenciamento e operação adequados, além de minimizarem os efeitos poluidores dos efluentes gerados nas indústrias a níveis exigidos pela legislação aplicável ou a padrões de qualidade requeridos internamente em seu processo, podem controlar todo o processo produtivo interno a fábrica. Há a possibilidade de através dos diversos parâmetros processuais de controle detectar grande parte dos desvios produtivos ocorridos no interior da fábrica. Com a aplicação da ferramenta de Produção Mais Limpa em Estações de Tratamento de Efluentes Industriais, demonstra-se através de suas diversas metodologias: - A melhoria contínua em todos os processos produtivos e de tratamento de efluentes envolvidos na indústria; - O aumento progressivo das eficiências processuais; - Que investimentos e meio ambiente estão fortemente atrelados para o desenvolvimento da indústria e seu fortalecimento tanto a nível comercial quanto na sociedade. Portanto, a abordagem dada para a Produção Mais Limpa neste trabalho é mais abrangente - enfocando os tratamentos fim de tubo - as Estações de Tratamento de Efluentes Industriais. / The insertion in industries of Cleaner Production Methodology in Wastewater Treatment Plants (WTP). The concept given from the Cleaner Production allows its application to the end of pipe treatment, not restraining it to the productive process. The application of that tool aims the development and the continuous improvement of the environmental management system gathering the treatment of any type of generated pollution, specifically in this dissertation, the industrial wastewater. The WTP, with a suitable supervision and operation, not only minimizes the polluting effects of the effluents generated by the industries to levels demanded by the applicable legislation or to patterns of quality required internally in its process, but also can control the whole factory intern productive process. There is the possibility of detecting great part of the productive deviation that occurred in the interior of the factory through many controlling processual parameters. With the application of the tool of Cleaner Production in the Treatment Stations of Industrial Effluents, it demonstrates through many of its methodologies: - The continuous improvement in all of the productive and treatment processes of effluents involved in the industry; - The progressive enlargement of the processual efficiency; - Which investments and environment are strongly related to the development of the industry and its strengthening both on commercial and social levels. Therefore, the approach given to the Cleaner Production in this dissertation is wider - focusing the end of pipe treatment - the Treatment Stations of Industrial Effluents.

Orientador: Carlos Gomes da Nave Mendes / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo / Made available in DSpace on 2018-08-26T02:02:33Z (GMT). No. of bitstreams: 1 Bergamini_NataliaCedran_M.pdf: 5745897 bytes, checksum: 69560c23a66d8d968b36f4b34e17bc8d (MD5) Previous issue date: 2014 / Resumo: Este trabalho consistiu em inovação tecnológica antes nunca testada desde a concepção, projeto, construção e operação de um biofiltro percolador de tratamento de esgoto sanitário em escala piloto. O reator foi desenvolvido nas instalações do Laboratório de Protótipos da Faculdade de Engenharia Civil da UNICAMP, cidade de Campinas, estado de São Paulo, é constituído de pré-filtro fabricado com a manta acrílica resinada, 3 reatores biológicos percoladores dispostos em séries, revestidos de não tecido sintético e filtro secundário confeccionado do mesmo material do pré-filtro. A vazão real média de alimentação do sistema era de 12,8 L h-1, tendo sido operado em regime hidráulico com tempo de detenção hidráulico variável de 82 a 100 minutos. A inovação baseou-se no uso de não tecido sintético com tripla função: a) proporcionar o fluxo do substrato sob ação da gravidade; b) promover a troca gasosa entre o meio líquido e a atmosfera; e c) constituir-se como meio suporte da biomassa, além de verificar as condições operacionais e tipos de mantas para viabilizar o tratamento de esgoto na remoção de matéria carbonácea sem a necessidade de aeração artificial. Neste estudo, foi analisada a remoção de sólidos suspensos (SS), turbidez, oxigênio dissolvido, DQO e DBO5. Os resultados médios de remoção de DQO e de DBO nas diferentes fases operacionais variaram de 75 a 86% e de 80 a 86%, respectivamente. As concentrações médias de DQO no efluente final variaram de 81 a 179 mg/L, enquanto as concentrações médias de DBO estiveram entre 47 a 97 mg/L. As médias globais de SST no efluente final foram mantidas em 49 mg/L. Com remoção de turbidez de 92,8%. O sistema PF/FBP (Pré-filtro/Filtro Biológico Percolador) pode se tornar uma alternativa muito promissora para o tratamento de esgoto sanitário de pequenas instalações do Brasil, uma vez que o sistema manifestou baixos tempo de detenção hidráulica e eficiência na remoção de DQO, DBO5 e sólidos suspensos, resultando em uma instalação compacta e de baixos custos. Além disso, o consumo de energia e os custos operacionais são mínimos / Abstract: This work consisted in technological innovation never before tested from conception, design, construction and operation of a trickling biofilter wastewater treatment in pilot scale. The reactor was developed on the premises of the Laboratory Prototypes of the Faculty of Civil Engineering, UNICAMP, Campinas, São Paulo, is constituted of prefilter manufactured with resin-coated acrylic blanket, three biological trickling reactors arranged in series, coated and synthetic nonwoven secondary filter made of the same material pre-filter. The average real power flow of the system was 12,8 L h-1, having been operated hydraulic system with variable hydraulic detention time of 82-100 minutes. The innovation is based on the use of non-synthetic fabric with three functions: a) providing the flow of the substrate under the action of gravity; b) promote gas exchange between the liquid medium and the atmosphere; c) to establish itself as a means of support biomass and to check the operating conditions and types of blankets to enable wastewater treatment for the removal of carbonaceous matter without the need for artificial aeration. In this study, we analyzed the removal of suspended solids (SS), turbidity, dissolved oxygen, COD and BOD5. The average results of COD removal and BOD in the different operational phases ranged 75-86% and 80 to 86%, respectively. The average concentrations of COD in the final effluent ranged 81-179 mg/L, while the average concentrations of BOD were between 47-97 mg/L. Global average of TSS in the final effluent were maintained on 49 mg/L. To remove turbidity of 92.8%. The PF / BTF (Pre-filter / Biological trickling filter) system can become a very promising alternative for treating sewage from small installations from Brazil, once the system showed low hydraulic retention time and removal efficiency of COD , BOD5 and suspended solids, resulting in a compact installation and low costs. Furthermore, the energy consumption and operating costs are minimal / Mestrado / Saneamento e Ambiente / Mestra em Engenharia Civil

Bacterial antibiotic resistance is an increasing global health problem, leaving few therapeutic options available for the treatment of pathogenic infections. The development of new antibiotics has been slow since their discovery more than 8 decades, therefore, monitoring the extent and distribution of antibiotic resistance is of great importance. The aim of this study was to determine the presence of antibiotic resistance genes in sludge samples obtained from three wastewater treatment plants (WWTPs) in Sweden. Samples were collected and analyzed for the presence of nalidixic acid (NA), chloramphenicol (CHL), and tetracycline (TC) resistance genes using polymerase chain reaction (PCR). The DNA extracted from Eskilstuna and MälarEnergi sludge showed the presence of NA and TC resistance genes, whereas Örebro sludge was found to have resistance for TC antibiotic genes. To validate the results, PCR detection for resistance genes was performed on Escherichia coli isolates from the sludge samples. Antibiotic susceptibility testing was used to confirm the genetic analysis for antibiotic resistance genes detection in these E. coli. The PCR results for TC resistance genes correlated between sludge PCR analysis and bacterial isolates for all 3 WWTPs. Based on the results obtained from the genotypic analysis of sludge and E coli, incomplete compatibility in regards to NA, and CHL were observed. However on the basis of antibiotic susceptibility testing, E coli isolates from MälarEnergi sludge samples unveiled the majority presence for antibiotic resistance genes. The results suggest that extra monitoring for the wastewater treatment facilities are vital to minimize the rising incidence of antibiotic resistant bacteria.