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Drinking water treatment systems (DWTSs) are energy intensive facilities, and are an example of the water-energy nexus. Benchmarking energy efficiency is a valuable tool for improving the economic and environmental performance of such facilities. Data envelopment analysis (DEA) is typically used to assess efficiency, allocating flexible weights (FSW) to variables that maximise energy efficiency scores for each DWTS (DEA-FSW). It means that different conditions are applied to each DWTS. Moreover, the DEA-FSW approach has finite discriminatory power which limits cross-unit comparison of energy efficiency hindering the benchmarking of DWTSs. To overcome these limitations, our study explored the effect of estimating the energy efficiency scores of DWTSs by allocating common sets of weights (CSW) within DEA (DEA-CSW). This approach was applied empirically on a sample of 146 DWTSs. Evaluated DWTSs had poor energetic performance based on both DEA-FSW and DEA-CSW estimates (low energy efficiency scores: 0.329 and 0.163, respectively). Even in the optimistic scenario, the average energy efficiency score was low (0.220), with potential electricity savings of 78 % by DWTPs when energy efficient. Unlike DEA-FSW, DEA-CSW allowed energy efficient DWTSs to be distinguished from the 146 facilities. Significant differences in the weights allocated to electricity and pollutants removed from raw water were reported for both approaches, and contributed to diverging energy efficiency scores. In conclusion, this study demonstrated the relevance of using suitable methods to generate comparable results for water companies, allowing the energy performance of DWTSs to be objectively evaluated for benchmarking purposes.

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Toxic cyanobacterial blooms in aquatic ecosystems are associated to both public health and environmental concerns worldwide. Depending on the treatment technologies used, the removal capacity of cyanotoxins by drinking water treatment plants (DWTPs) is not sufficient to reach safe levels in drinking water. Likewise, controlling these blooms with algaecide may impair the efficiency of DWTPs due to the possible lysis of cyanobacterial cells and consequent release of cyanotoxins. We investigated the effects of three commercial algaecides (cationic polymer, copper sulfate, and hydrogen peroxide) on the growth parameters of the cyanobacterium Microcystis aeruginosa and the release of microcystin-LR (MC-LR). The potential interference of each algaecide on the MC-LR removal by adsorption on activated carbon (AC) was also tested through adsorption isotherms and kinetics experiments. Most algaecides significantly decreased the cell density and biovolume of M. aeruginosa, as well as increased the release of MC-LR. Interestingly, the presence of the algaecides in binary mixtures with MC-LR affected the adsorption of the cyanotoxin. Relevant adsorption parameters (e.g., maximum adsorption capacity, adsorption intensity, and affinity between MC-LR and AC) were altered when the algaecides were present, especially in the case of the cationic polymer. Also, the algaecides influenced the kinetics (e.g., by shifting the initial adsorption and the desorption constant), which may directly affect the design and operation of DWTPs. Our study indicated that algaecides can significantly impact the fate and the removal of MC-LR in DWTPs when the adsorption process is employed, with important implications for the management and performance of such facilities.

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Antimicrobial resistance (AMR) is currently discussed as an important issue worldwide, and the presence of antimicrobial residues (ARs) and antimicrobial resistance genes (ARGs) in the environment, especially in the water sources, is a challenge for public health. This study was conducted to evaluate the occurrence and diversity of AR and ARG in water sources from an urban center, in Southern Brazil. A total of thirty-two water samples from drinking water treatment plants (24) and sewage systems (8) were collected during two annual samplings, winter and summer. The PCR was performed by 18 ARGs, and the detection of 47 ARs was performed by LC-MS/MS. All sewage samples presented carbapenemases, ESBL, and mcr-1 genes as well as quinolones and sulfamethoxazole residues. In drinking water, we just detected blaTEM and tetB genes and doxycycline residues in samples before treatment. This study provides data about AR and ARG in drinking water and sewage systems showing that these sources are important reservoirs of both. The limited effectiveness of wastewater treatment processes to remove mainly AR demonstrates the need to implement better protocols of disinfection, in order to limit the spread of AMR in the environment.

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The physicochemistry and production rate of drinking water treatment residuals (DWTRs) depends on the raw water composition and the plant operational parameters. DWTRs usually contain Fe and/or Al oxyhydroxides, sand, clay, organic matter, and other compounds such as metal(oids), which are relevant in mining countries. This work proposes a simple approach to identify DWTRs reuse opportunities and threats, relevant for public policies in countries with diverse geochemical conditions. Raw water pollution indexes and compositions of DWTRs were estimated for Chile as a model case. About 23% of the raw drinking water sources had moderate or seriously contamination from high turbidity and metal(loid) pollution If the untapped reactivity of clean DWRTs was used to treat resources water in the same water company, the 73 and 64% of these companies would be able to treat water sources with As and Cu above the drinking water regulations, respectively. Integrating plant operational data and the hydrochemical characteristics of raw waters allows the prediction of DWTRs production, chemical composition, and reactivity, which is necessary to identify challenges and opportunities for DWTRs management.

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RESUMO O glifosato é um herbicida não seletivo utilizado no controle de ervas daninhas em ambientes agrícolas e urbanos. É encontrado em mananciais associado ao seu principal metabólito, o ácido aminometilfosfônico, sendo necessária a remoção destes em estações de tratamento de água. O objetivo do trabalho foi avaliar a ultrafiltração direta na rejeição do glifosato e do ácido aminometilfosfônico em água de manancial superficial fortificada nas concentrações de 630, 800 e 1.250 μg L-1 e variação de pH entre 4 e 10. Para o glifosato, os aumentos do pH e da concentração e a presença de matéria orgânica natural contribuíram para a taxa de rejeição. A massa de glifosato adsorvida foi de 1,2 μg cm-2, sendo a adsorção na superfície e nos poros da membrana o principal mecanismo de rejeição. A ultrafiltração direta não foi efetiva para rejeição do ácido aminometilfosfônico. Para concentração do glifosato de 630 μg L-1 e pH entre 6,1 e 7,2, a ultrafiltração direta produziu permeado com concentração inferior a 500 μg L-1, atendendo ao padrão de potabilidade brasileiro, Portaria Gabinete do Ministro/Ministério da Saúde nº 888, publicada em 7 de maio de 2021.

ABSTRACT Glyphosate is a non-selective herbicide used to control weeds in agricultural and urban environments. It is found in water sources associated with its main metabolite, the aminomethylphosphonic acid, and it must be removed in the public water treatment. The aim of this work was to evaluate the direct ultrafiltration in the removal of glyphosate and aminomethylphosphonic acid in fortified surface water at concentrations of 630, 800, and 1,250 μg L-1 and pH variation between 4 and 10. For glyphosate, the increase in pH, concentration, and the presence of natural organic matter contributed to the rejection rate. The herbicide mass adsorbed was 1.2 μg cm-2, being adsorption onto the membrane surface/pores the main mechanism of herbicides retention. The UF process was not effective for removal of aminomethylphosphonic acid. For glyphosate concentration of 630 μg L-1, pH of 6.1-7.2, the UF was effective to produce the permeated in concentration of less than 500 μg L-1, as recommended by the Brazilian Drinking Water Legislation of the Ministry of Health, Portaria Gabinete do Ministro/Ministério da Saúde nº 888, publicada em 7 de maio de 2021.

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Although some studies have investigated the impact caused by chemicals used on water treatment (coagulants and oxidants) on cyanobacteria integrity, the isolated effect of shear stress during coagulation is still not fully understood. This study evaluated the impact of different velocity gradients, mixing times, and the addition of powdered activated carbon (PAC) on the integrity of Microcystis aeruginosa, Raphidiopsis raciborskii, and Dolichospermum circinale, known producers of toxin and taste and odor (T&O) compounds. No association was found between R. raciborskii cell lysis and velocity gradient, with or without PAC, demonstrating the high resilience of this taxon to shear stress. In contrast, an association was found for M. aeruginosa at the highest velocity gradient evaluated (1000 s-1) and for D. circinale above the lowest velocity gradient studied (600 s-1). After PAC addition, there was a reduction in the chances of finding M. aeruginosa intact cells above velocity gradient 800 s-1 at 45 s, while D. circinale show cell lysis in all the scenarios expect at 600 s-1 and 10 s of agitation. The additional impact of PAC on cell lysis may lead to more release of metabolites and shows the need to adjust the hydraulic conditions in the rapid mixing stage, especially when more "fragile" cyanobacteria are present. Neither cyanobacterial cell size nor morphology was shown to be relevant to shear stress sensitivity, indicating that cell wall composition might have been an important factor in controlling cell lysis.

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This research presents the results of a pilot system used for water treatment to be supplied to single-family or small housing nucleus at rural sector. The pilot system is constituted by an up-flow aerated filter with ceramic carrier, followed by a second down-flow filter of silica sand. The pilot plant was installed in a rural sector of the province of Loja, Ecuador, with the main purpose of monitoring the reduction in bacteria in the water for human consumption. Two natural clays from the area were tested. They were transformed into sphere-type ceramics, and then, they were placed in the pilot filters. These both natural clays are inorganic materials with high content of aluminosilicate clay minerals with favourable characteristics to achieve greater efficiency for the reduction in bacteria. The acclimatization time of 60 days allowed to achieve optimum treatment efficiency performance until 90 days of operation. The physicochemical parameters, namely temperature, pH, dissolved oxygen and total dissolved solids, were monitored throughout the experiments. Regarding microbiological parameters, up to 99% of total coliforms removal was reached for the clay called CF-CC and 79% for the other, called CF-CV. In addition, 100% of total coliforms and Escherichia Coli removal was reached for both clay systems. Social and economic viability of the proposed treatment is also analysed in the manuscript.

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The presence of pharmaceutically active compounds (PhACs) in water supply systems has been generating great concern about their effects on the environment and human health. Twenty-eight PhACs were monitored during one year in four Brazilian water sources, aiming to understand the factors that influence their occurrence and removal in conventional drinking water treatment plants (DWTPs) and to assess the environmental and human health risks. Trace levels of PhACs were detected in surface and drinking water in all assessed water sources. Effects of seasonality and socioeconomic aspects were observed in PhACs occurrence, like their higher concentrations during winter and in locales with higher values of gross domestic product per capita and human development index. Betamethasone, prednisone, and fluconazole were the most commonly detected PhACs, and also presented the highest concentrations. However, they were not related to toxicological risks. Nonetheless, all surface waters were subject to toxicological risk owing to at least one PhAC. PhACs related to the highest toxicological risks were loratadine, atorvastatin, norfloxacin, caffeine, and ranitidine, however, all these PhACs presented low quantification frequency. DWTPs capacity to remove PhACs was only partial, so treated water was still contaminated with these compounds. Furthermore, atorvastatin presented a margin of exposure below 100, indicating possible risk for public health. Thus, additional advanced treatment steps should be considered to improve PhACs removal during drinking water treatment.

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Giardia is a protozoan parasite of primary concern for the drinking water industry. High contact times are required for Giardia inactivation by chlorination, while ozonation may be effective at much lower Ct products. In this study, we have assessed the occurrence of Giardia cysts in raw water, and in chlorinated or ozonated water from a drinking water treatment plant (DWTP) in Brazil, over a 16-month period. Moreover, we analyzed the effects of primary disinfection on cysts, and calculated the infection risk caused by the occurrence of Giardia cysts in raw water, chlorinated or ozonated water. Furthermore, we assessed the correlation of Giardia cysts with indicator bacteria in raw water. Data referring to concentration of Giardia cysts in raw water showed adherence to a gamma distribution at a significance level α = 0.05. The detection frequency and the mean concentration of Giardia cysts were higher in raw water (86.6%, 26 cysts∙L-1), than in chlorinated (46.1%, 15.7 cysts·L-1) or ozonated water (43.5%, 11.1 cysts·L-1). Overall, Giardia non-viable cysts were detected more frequently in ozonated water (80%) than in chlorinated water (68.2%) or raw water (37.7%). Ozonation and chlorination resulted, respectively, in ≈27.5- and ≈13- fold reduction of Giardia infection risk, when compared to the risk calculated for raw water. Total coliform and Escherichia coli proved to be suitable surrogates to predict the occurrence of Giardia cysts in raw surface water, however, the indicator bacteria may not be suitable surrogates to predict the disinfection of Giardia cysts, as no correlation was found between indicator bacteria and Giardia cysts in treated water. To our knowledge, this is the first study reporting the efficacy of chlorine and ozone at Ct products actually applied at a full-scale drinking water treatment plant against Giardia cysts naturally occurring in the source water, i.e. real situation. Ozonation has proven more efficient than chlorination against Giardia cysts in surface water. Escherichia coli proved to be suitable surrogate to predict Giardia cysts in raw surface water.

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Aluminum sulfate is one of the most used chemical coagulants in the world, but research has shown that high concentrations of aluminum in the body are associated with neuropathological conditions. Because of this, different alternatives have been evaluated such as natural coagulants, which are considered safe for human health and contain fewer contaminants than chemicals due to their biodegradation properties. The main objective of this study was to evaluate the efficiency of mixing nopal mucilage and cassava starch for turbidity removal in water purification. In this paper, test jars and the treatment equipment (TA-scale FQ-005/PE manufactured by Generatoris SA de CV of Mexico) was applied in order to measure turbidity and pH parameters before and after the process of coagulation-flocculation, which was applied to water from the Magdalena River in Colombia. Samples from two sampling periods were assessed. One was evaluated during the rainy season and the other was evaluated without precipitation (drought) with initial turbidities of 316 NTU and 80 NTU, respectively. It was found that aluminum sulfate as a coagulant reference obtained better turbidity removal results (up to 99%) as compared to nopal (up to 60.4%), and nopal-starch combination of cassava (up to 67%), indicating that this mixture increases the effectiveness of natural coagulants used individually. Our results indicate that this should be considered as an alternative in the water purification process.

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This paper presents the profits and disadvantages of the chemometrics approach instead of the one-factor-at-a-time (OFAT) coagulation diagram approach for tropical water physicochemical treatment. Central composite design associate to response surface methodology (CCD-RSM) is used to find the real best conditions for coagulant dosage and pH aiming at high-turbidity removal. The number of experiments needed to chemometrics model construction (12) is comparatively smaller than that used in the coagulation diagram (84), saving financial and environmental resources. Arguments for Water Treatment Plants (WTP) considering the replacement of coagulation diagram approach by the CCD-RSM approach in drinking water treatment are presented. Chemometrics models are all constructed on a free software platform, providing the best pH within the range 7.7-8.1, and the best coagulant dosage (polyaluminium chloride, PAC) between 2.0 and 3.1 mg Al2O3 L-1 (equivalent in mass). CCD-RSM provides a faster, lower-cost and more reliable alternative tool for WTP decision-making instead of the OFAT model, mainly for waters more affected by seasonal effects as can be seen in tropical and subtropical countries.

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Drinking water production may generate significant amounts of sludge, which may be contaminated with various metals. For the first time, the mobility/lability of contaminants from two water treatment sludge piles in the Juturnaíba Reservoir was evaluated by applying two geochemical approaches: sequential extractions and attenuation of concentrations model. Both procedures were applied to evaluate the mobility/lability of Al, Cr, Cu, Fe, Mn, and Zn on samples collected in the sludge piles and in the neighborhood of both water treatment plants. The results show that aluminum presents considerably higher concentrations in the sediments close to the sludge piles, with more labile phases; however, the attenuation of concentrations model indicates little spreading of this contaminant in the reservoir. Manganese was shown to be severely depleted in the sludge, indicating that it can be leached away, due to the reducing conditions of the pile. The other elements showed low concentrations and were shown not to affect the concentrations in the reservoir. While the geochemical fractionation indicates the possibility of dissolution to the water column, the attenuation of concentrations model gives information on the spatial dispersion of the contaminants, constituting interesting complementary approaches.

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The presence of PPCPs (Pharmaceuticals and Personal Care Products) in water sources and drinking water has concerned researchers in recent times. This study was carried out to evaluate the occurrence of 6 PPCPs (namely paracetamol, diclofenac, naproxen, ibuprofen, benzophenone-3 and methylparaben) in the Lobo reservoir, their degradation products, and how efficiently they were removed by 22 ecological filters, considering individual and mixture of compounds. There were 3 spiking events of PPCPs (2 µg L-1) in the ecological filter influents conducted with a lag period of 15 days between spikes. Water samples were collected from the influent and effluent of the filters at 3, 6 and 24 h after each spiking event. All target PPCPs were identified in the Lobo reservoir water in the range of µg L-1. The personal care products were detected with 100% frequency in the samples, and in higher concentrations compared to the pharmaceuticals. Degradation products of diclofenac and benzophenone-3 were identified in the water samples. Results of this investigation show that ecological filtration was an effective process (70-99%) to remove 2 µg L-1 of the selected PPCPs, and demonstrated that the filters were resilient to individual compounds and to their mixtures.

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RESUMO Apresentam-se e discutem-se neste trabalho os resultados do monitoramento de esporos de bactérias aeróbias em uma estação de tratamento de água de ciclo completo em escala real. Os esporos foram removidos de forma consistente e efetiva ao longo das etapas do tratamento, somando cerca de 3 log em média no ciclo completo. A etapa de clarificação da água (decantação e filtração) foi a principal responsável pela remoção de esporos: 0,65 log na decantação e 1,71 log na filtração, em valores médios. Os esporos mostraram-se resistentes à cloração, mas ainda assim foi alcançada inativação média de 0,8 log. Infere-se que esporos de bactérias aeróbias são bons indicadores da eficiência do tratamento da água em ciclo completo (clarificação e desinfecção por cloração) e exibem potencial de uso como indicadores da remoção/inativação (clarificação e desinfecção por cloração) de cistos de Giardia e de remoção por clarificação de oocistos de Cryptosporidium.

ABSTRACT The results of monitoring aerobic spore-forming bacteria in a field-scale conventional water treatment plant are presented and discussed herein. Spores were consistently and effectively removed throughout the treatment steps, totaling approximately 3 log-unit complete removal. The clarification steps (sedimentation + filtration) accounted for most of the spore removal: 0.65 log by sedimentation and 1.71 log by filtration - average values. Although the spores proved to be rather resistant to chlorination, a 0.8 log-unit reduction by inactivation was achieved. It is suggested that spores of aerobic spore-forming bacteria are useful indicators for evaluating overall water treatment plant performance (clarification and disinfection by chlorination), and can potentially be used as removal/inactivation indicators (clarification and disinfection by chlorination) of Giardia cysts, and removal by clarification of Cryptosporidium oocysts.

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Although sludge piles from drinking water treatment plants can contain harmful substances, in many countries, their disposal methods are still unregulated. Besides aluminum, which is a major constituent in these residues, many other contaminants-like trace metals-can be present and may result from the quality of the raw materials used for water treatment. The application of these chemicals for the treatment of drinking water can generate toxic sludge and contaminate the produced water. In the present work, mercury contamination in the sludge piles of two drinking water treatment plants located along the margins of the Juturnaíba Reservoir, Southeast Brazil, was evaluated to verify whether contaminants are incorporated during water treatment. In the summer 2012, five cores were collected from the piles, and were analyzed for Eh, granulometry, total carbon, total nitrogen, and total mercury. The results indicated an anoxic environment, reflecting composition of the suspended matter. Carbon and nitrogen presented elevated concentrations, but also seemed to reproduce the characteristics of the suspended matter in the raw water. The concentrations of mercury were extremely variable but presented unexpectedly high values in some of the layers, reaching 18,484 ng g-1. On the other hand, concentrations ten times lower than those observed in the natural system (8 ng g-1) could be observed. It was concluded that the only possible source for the contamination of the sludge was the chemicals used for water treatment.

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Helicobacter pylori is one of the most common causes of chronic bacterial infection in humans, and a predisposing factor for peptic ulcer and gastric cancer. The infection has been consistently associated with lack of access to clean water and proper sanitation. H. pylori has been detected in surface water, wastewater and drinking water. However, its ability to survive in an infectious state in the environment is hindered because it rapidly loses its cultivability. The aim of this study was to determine the presence of cultivable and therefore viable H. pylori in influent and effluent water from drinking water treatment plants (DWTP). A total of 310 influent and effluent water samples were collected from three drinking water treatment plants located at Bogotá city, Colombia. Specific detection of H. pylori was achieved by culture, qPCR and FISH techniques. Fifty-six positive H. pylori cultures were obtained from the water samples. Characteristic colonies were covered by the growth of a large number of other bacteria present in the water samples, making isolation difficult to perform. Thus, the mixed cultures were submitted to Fluorescent in situ Hybridization (FISH) and qPCR analysis, followed by sequencing of the amplicons for confirmation. By qPCR, 77 water samples, both from the influent and the effluent, were positive for the presence of H. pylori. The results of our study demonstrate that viable H. pylori cells were present in both, influent and effluent water samples obtained from drinking water treatment plants in Bogotá and provide further evidence that contaminated water may act as a transmission vehicle for H. pylori. Moreover, FISH and qPCR methods result rapid and specific techniques to identify H. pylori from complex environmental samples such as influent water.

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This study describes the development, optimization and validation of a method for the extraction of 15 pesticides of different chemical classes in drinking water treatment sludge (DWTS) by vortex-assisted Matrix Solid Phase Dispersion (MSPD) with determination by gas chromatography coupled to mass spectrometry. It focused on the application of alternative and different solid supports to the extraction step of the MSPD. The main parameters that influenced the extraction were studied in order to obtain better recovery responses. Recoveries ranged from 70 to 120% with RSD below 20% for all analytes. Limits of quantification (LOQ) of the method ranged from 5 to 500 µg kg-1 whereas the analytical curves showed correlation coefficients above 0.997. The method under investigation used low volume of solvent (5 mL), low sample mass (1.5 g) and low mass of chitin (0.5 g), an environmentally friendly support. It has advantages, such as speed, simplicity and low cost material, over other methods. When the method was applied, 4 out of 15 pesticides were detected in the DWTS samples in concentrations below the LOQ.

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RESUMO O modo de vida das sociedades modernas originou o aporte diário, nos ambientes aquáticos, de fármacos e outras inúmeras moléculas de uso contínuo, compostos emergentes, com potencial de risco à saúde humana principalmente pela exposição em razão da inevitável contaminação dos mananciais de abastecimento de água e da transferência para as estações de tratamento de água (ETA), onde não são removidos. O uso de carvão ativado granular na filtração demonstra ser uma opção viável para ETA, porém, uma eficiência satisfatória requer regeneração periódica do material, onerando o tratamento. Contudo, observa-se que em baixas taxas de filtração a colonização natural dos filtros por microrganismos - formação de biofilme - pode ser uma alternativa para aumentar o tempo de vida útil do carvão, bem como para decompor essas moléculas complexas em elementos minerais assimiláveis, reintroduzindo-os nos ciclos biogeoquímicos naturais. Este trabalho avaliou, durante 24 semanas, em condições de laboratório, o carvão ativado com biofilme como meio filtrante para remoção dos fármacos: diclofenaco de sódio, ibuprofeno, naproxeno e amoxicilina; experimentou em sistema batch o potencial dos microrganismos colonizadores de filtros em degradar os fármacos testados, assim como identificou filogeneticamente os microrganismos predominantes na biodegradação. Os resultados demonstram a remoção dos fármacos acima de 80%. Constatou-se a presença das bactérias dos gêneros Bacillus , Burkholderia , Cupriavidus , Pseudomonas , Shinella , e Sphingomonas . Este estudo permite inferir a capacidade de remoção de fármacos por bactérias presentes em filtros de carvão ativado e o possível uso dessa tecnologia como alternativa de controle e remoção dessas substâncias no tratamento de água potável.

ABSTRACT The way of life of modern societies has originated the daily intake of pharmaceuticals and numerous other molecules of continuous use in aquatic environments, emerging compounds that brings potential risk for human health mainly due to exposure resulted from the inevitable contamination of sources of drinking water supply and its transference to the water treatment plants (WTP) where they are not removed. The use of granular activated carbon in filters proves to be a viable option for WTP, but satisfactory efficiency requires periodic regeneration of the material, burdening the treatment costs. However, it is noted that under low filtration rates, the natural colonization of filters by microorganisms - biofilm formation - may be an alternative for increasing the lifetime of carbon, as well as to decompose these complex molecules into assimilable mineral elements, thereby reintroducing them to the natural biogeochemical cycles. This study evaluated the activated carbon with biofilm as the filter media, during 24 weeks, under laboratory conditions, considering the removal of the pharmaceuticals diclofenac sodium, ibuprofen, naproxen and amoxicillin; experienced under batch system the potential of the microorganisms adhering to the filters in degrade the tested drugs, as well as phylogenetically identified the predominant microorganisms in biodegradation. The results show drug removal over 80%. It was observed the presence of the bacteria genus Bacillus, Burkholderia, Cupriavidus, Pseudomonas, Shinella and Sphingomonas. This study allows us to infer the capacity to remove pharmaceuticals by the bacteria present in the activated carbon filters, and the possible use of this technology as an alternative for control and removal of these substances in drinking water treatment.

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RESUMO: A complexidade físico-química de micropoluentes, como os defensivos agrícolas, exige o uso de tecnologias avançadas de tratamento de água para abastecimento. O objetivo deste estudo foi avaliar a remoção de carbofurano em nível de bancada (batelada) utilizando membranas comerciais de nanofiltração (NF90 - DowFilmtec (r)) e osmose inversa (HR - Koch Membrane Systems(r) ). Nos experimentos foi avaliada a influência da qualidade da matriz de alimentação (água ultrapura, bruta e pré-tratada) contendo carbofurano (50 µgL-1), e da pressão de operação (8 e 15 bar para a NF90 e 15 e 30 bar para a HR). Para a NF90, com a matriz de água ultrapura, as eficiências de remoção foram inferiores (89,8%), porém o fluxo permeado foi superior (132,1 Lm-2h-1) àquelas obtidas com a matriz de água bruta (98,4% - 94,7 Lm-2h-1) e água pré-tratada (95,2% - 95,3 Lm-2h-1) para a pressão de 15 bar. Para a membrana HR, remoções relativamente superiores foram observadas para a pressão de 30 bar para as três matrizes, com a água bruta apresentando os melhores resultados (99,7% - 49,7 Lm-2h-1). Concluiu-se, portanto, que o pré-tratamento da água bruta não acarretou diferença significativa na remoção do carbofurano e não influenciou no fluxo de permeado de acordo com a metodologia adotada (baixo tempo de separação em batelada com recirculação).

ABSTRACT: The physicochemical complexity of micropollutants such as pesticides requires the use of advanced technologies of drinking water treatment. The main objective of this study was to evaluate the removal of carbofuran using commercial nanofiltration (NF90 - DowFilmtec(r)) and reverse osmosis (HR - Koch Membrane Systems(r)) membranes in a bench-scale system (batch operation). The effect of feed matrix quality (ultrapure water, raw water and pretreated water) with carbofuran (50 µgL-1) and the applied pressure (8 and 15 bar for NF90 and 15 and 30 bar for HR) were studied. For NF90, with ultrapure water matrix, the removal efficiencies were lower (89.4%), but the permeate flow was higher (132.1 Lm-2h-1) than those obtained with the raw water (98.4% - 94.7 Lm-2h-1) and pretreated water (95.2% - 95.3 Lm-2h-1) to 15 bar of pressure. For HR membrane relatively higher removals were observed for 30 bar of pressure for the three matrices, with a better behavior for raw water (99.7% - 49.7 Lm-2h-1). In accordance to the methodology adopted (low separation time in batch with recirculation), it can be concluded, therefore, that the pretreatment of raw water did not caused significant difference in carbofuran removal and did not influenced the permeate flux.

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Cryptosporidium es uno de los microorganismos de mayor interés desde el punto de vista de la Salud Pública y constituye un problema prioritario para las plantas y organismos reguladores de agua. Debido a su pequeño tamaño y a su resistencia a la cloración, la eliminación por el proceso de potabilización es una tarea compleja. En este trabajo se analizó la efectividad de distintos coagulantes utilizados comúnmente en tal proceso para lograr la remoción de los ooquistes. Se trabajó con la prueba de jarras (Jar Test). Se halló que: 1) Los coagulantes con agregado de polímeros coadyuvantes producen remociones de ooquistes superiores a 2 log. 2) Un valor bajo de turbiedad no asegura una remoción óptima de los parásitos. 3) La adición de polielectrolitos al cloruro férrico disminuye la variabilidad tanto en la turbiedad final como en la eliminación de Cryptosporidium.

Cryptosporidium is one of the microorganisms of main concern from the point of view of Public Health, being a priority problem for water treatment plants and water regulatory institutions. Due to its small size and resistance to chlorination, Cryptosporidium removal during the process of drinking water treatmentis a hard task. The effectiveness of different coagulants commonly used in the process of removal of oocysts was analyzed. Thetechnique used was the Jar Test. It was found that: 1) coagulants with the addition of polimeric coadjuvants produce over 2 logs of oocyst removal; 2) a low value in turbidity does not necessarily mean optimal parasite removal, and 3) the addition of polyelectrolites to ferric chloride diminishes variability, both in final turbidity and Cryptosporidium removal.

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