Circulación de genes de virulencia asociados a Escherichia coli diarrogénica en aguas residuales del Gran Área Metropolitana de Costa Rica / Circulation of diarrheagenic Escherichia coli associated virulence genes in Costa Rican Great Metropolitan Area wastewaters

Resumen Introducción: la enfermedad diarreica es una de las principales causas de muerte en niños menores de cinco años. Uno de los agentes etiológicos bacterianos más reconocido es Escherichia coli, que puede causar infecciones a través de diversos mecanismos asociados a la adquisición de genes de virulencia. Metodología: se recolectaron muestras de aguas residuales en los afluentes y los efluentes de cinco plantas de tratamiento de la Gran Área Metropolitana, durante tres días consecutivos, en los meses de marzo, mayo, octubre y diciembre del año 2013, a fin de cuantificar la concentración de E. coli, mediante la técnica de fermentación en tubos múltiples, y evaluar la presencia de los genes de virulencia aatA, bfpA, eaeA, ipaH, lt, st, stx1 y stx2, vinculados con patotipos de E. coli diarrogénica, con la técnica de PCR punto final. Resultados: el estudio reveló niveles de E. coli similares a los encontrados en afluentes de otras regiones del mundo, en cambio, los efluentes presentaron concentraciones superiores a los 4 Log10 NMP/100 mL. La circulación anual de genes de virulencia fue relacionada con los patotipos enterotoxigénica, productores de toxina Shiga/enterohemorrágica, enteroagregativa y enteropatógena. No se detectaron genes referentes a la variedad enteroinvasora. Además, se determinó que no todas las plantas de tratamiento remueven significativamente la carga de E. coli. Conclusiones: el flujo de E. coli diarrogénica es común en nuestro país y su diseminación en el ambiente es posible cuando los efluentes se descargan en cuerpos de aguas superficiales

Abstract Introduction. Diarrheic disease is one of the most important diseases causes in children under five years. One of the most recognized etiological agents is Escherichia coli. This bacterium has the capacity of causing infections by multiple mechanisms associated with the acquisition of different virulence genes. Methodology: water samples were collected from the affluents and effluents of five wastewater treatment plants located in the Costa Rican Great Metropolitan Area, during three sequential days, in March, May, October, and December from 2013. The aim was to quantify E. colis concentration by multiple tubes fermentation method and to evaluate the presence of aatA, bfpA, eaeA, ipaH, lt, st, stx1, and stx2 virulence genes, related with diarrheagenic E. coli, by PCR end-point method. Results: The study revealed that the levels of E. coli into the affluents are similar to those reported in other world regions. The effluents concentration presented higher than 4 Log10 NMP/100 mL level of E. coli. A year-round circulation of virulence genes was demonstrated, and it was associated with enterotoxigenic, Shiga-toxin producers/ enterohemorrhagic, enteroaggregative, and enteropathogenic pathotypes. Genes related to enteroinvasive variety did not were detected. Not all wastewater treatment plants removed E. coli efficiently. Conclusions: Diarrheagenic E. coli circulation is common in our county with the possibility of dissemination to the environment by effluents wastewater discharge in surface water bodies.

Aeromonas immobilized on chitosan for treating high-oil wastewater from kitchens / 生物工程学报

To effectively solve the serious impact of high oil in the kitchen wastewater on the downstream treatment process, an excellent oil-degrading strain Aeromonas allosaccarophila CY-01 was immobilized to prepare Chitosan-Aeromonas pellets (CH-CY01) by using chitosan as a carrier. Oil degradation condition and efficiency of CH-CY01 pellets were assessed. The growth of immobilized CH-CY01 was almost unaffected, and the maximum degradation rate of soybean oil was 89.7%. Especially at 0.5% NaCl concentration, oil degradation efficiency of CH-CY01 was increased by 20% compared with free cells. In the presence of a surfactant (sodium dodecylbenzene sulfonate) at 1 mg/L, the degradation efficiency of oil by CH-CY01 was increased by 40%. Moreover, using the high-oil catering wastewater as the substrate, more than 80% of the solid oil was degraded with 1% (V/V) CH-CY01 pellets treatment for 7 days, significantly higher than that of free cells. In summary, immobilized CH-CY01 significantly improved the efficiency of oil degradation.

Detecção e quantificação de bactérias resistentes aos antibióticos ampicilina e cloranfenicol em estações de tratamento de esgoto doméstico / Detection and quantification of bacteria resistant to ampicillin and chloranphenicol in domestic sewage treatment plants

RESUMO Estações de tratamento de esgotos (ETEs) estão entre as principais fontes de disseminação de bactérias resistentes a antibióticos (BRAs) e genes de resistência (GRAs) no ambiente. Este trabalho quantificou a ocorrência de bactérias resistentes aos antibióticos ampicilina e cloranfenicol no esgoto bruto (EB), no efluente tratado (ET) e no lodo de duas ETEs em escala plena por um período de nove meses. As unidades investigadas utilizavam os seguintes sistemas de tratamento: ETE-A, sistema de lodos ativados convencional; e a ETE-B, reatores anaeróbios (UASB) seguidos de filtros biológicos percoladores (FBP). Os resultados evidenciaram que a ETE-A foi mais eficiente na redução das concentrações de bactérias resistentes à ampicilina e ao cloranfenicol (cerca de 1,1 e 0,7 log10UFC.mL−1 de remoção, respectivamente), quando comparada com a ETE-B (0,5log10 UFC.mL−1 de remoção para as bactérias resistentes ao cloranfenicol e nenhuma remoção para as resistentes à ampicilina). As amostras de lodo, de ambas ETEs, apresentaram elevadas concentrações de bactérias heterotróficas totais — BHTs (4,8-7,6 log10UFC.mL−1) e de BRAs (3,0-6,3 log10UFC.mL−1). A maioria das cepas resistentes à ampicilina e ao cloranfenicol isoladas foi identificada como sendo da família Enterobacteriaceae. Algumas das espécies identificadas são bactérias potencialmente patogênicas, tais como: Klebsiella pneumoniae, Aeromonas hydrophila, Escherichia coli, Enterococcus faecium, Salmonella spp. Os resultados chamam a atenção para a disseminação de BRAs, potencialmente patogênicas, no meio ambiente a partir do efluente final (proveniente do tratamento secundário) das ETEs, independentemente do tipo de sistema adotado. Fica evidente que para reduzir significativamente a concentração das BRAs no ET, este deveria passar por tratamento adicional e desinfecção.

ABSTRACT Sewage treatment plants (STP) are among the main sources of dissemination of antibiotic-resistant bacteria (ARB) and antibiotic-resistance genes (ARG) into the environment. This work quantified the occurrence of cultivable ampicilin-resistant and chloramphenicol-resistant bacteria in raw sewage, treated effluent and sludge samples from two full-scale STP over nine months. The STP investigated used the following treatment systems: STP-A used conventional activated sludge system; and STP-B, anaerobic reactors (UASB) followed by percolating biological filters (PBF). Results showed that was more efficient in reducing the concentrations of ampicilin- and chloramphenicol-resistant bacteria (around 1.1 and 0.7 log10UFC.mL−1, respectively) when compared to STP-B (0.5 log10 UFC.mL−1 removal of cloramphenicol-resistant bacteria and no-removal of ampicilin-resistant bacteria). Sludge samples, from both STP, showed high concentrations of total heterotrophic bacteria (THB; 4.8-7.6 log10UFC.mL−1) and ARB (3.0-6.3 log10UFC.mL−1). Most of the isolated ampicilin- and chloramphenicol-resistant strains were identified as members of the Enterobacteriaceae family. Some of the identified species are potential pathogenic bacteria, such as Klebsiella pneumoniae, Aeromonas hydrophila, Escherichia coli, Enterococcus faecium, Salmonella spp. These results call attention to the spread of ARB, potentially pathogenic, in the environment from the final effluent (from secondary effluent) on the STP, regardless of the type of system adopted. It is evident that in order to significantly reduce the concentration of ARB in the treated effluent, it should undergo additional treatment and disinfection.

Estudo da biodegradabilidade de fluoroquinolona por meio da utilização de biomassas aeróbias e anaeróbias / Study of fluoroquinolone biodegradability by using aerobic and anaerobic biomass

RESUMO Os antibióticos como o norfloxacino constituem os fármacos mais utilizados na Medicina, com consumos expressivos no mundo todo. Por ser quimicamente estável, após sua administração a maior parte do fármaco é excretada de forma inalterada e, geralmente, é removida apenas parcialmente nas estações de tratamento de esgoto (ETEs). Assim, o presente trabalho buscou avaliar a eficiência dos processos biológicos na remediação de norfloxacino investigando os mecanismos de remoção envolvidos. O objetivo foi verificar a biodegradabilidade do fármaco e sua toxicidade. Para realização dos ensaios de biodegradabilidade, coletaram-se lodos na ETE Arrudas (Sabará, Minas Gerais) dos processos de tratamento com lodos ativados, reatores upflow anaerobic sludge blanket (UASB) e biodigestor anaeróbio. Reatores em escala de bancada foram montados com lodo aclimatado e não aclimatado. Amostras tiveram a biodegradabilidade acompanhada por meio da determinação do carbono orgânico total e da absortividade molar do norfloxacino por espectrofotometria de UV/Vis. Determinou-se a toxicidade por intermédio de ensaios com a bactéria Aliivibrio fischeri. Entre as biomassas utilizadas, a mais eficiente na remoção do norfloxacino foi advinda dos reatores UASB (23%), seguida do biodigestor anaeróbio (18%) e, então, dos lodos ativados (13%). Quanto à ecotoxicidade, a degradação anaeróbia promoveu a eliminação da toxicidade do antibiótico, enquanto com relação à degradação aeróbia os efluentes gerados permanecem tóxicos.

ABSTRACT Antibiotics, such as norfloxacin, are the most widely used drugs in medicine, with significant consumption in the world. By being chemically stable, most of the drug is excreted unchanged after administration, and is generally only partially removed in the sewage treatment plants (STPs). Thus, the efficiency of biological processes in the remediation of norfloxacin was investigated by the present work, verifying the removal mechanisms involved. Its objective was to verify the drug's biodegradability and toxicity. In order to perform biodegradability tests, sludges were collected in Arrudas STP (Sabara, Minas Gerais) from the treatment processes with activated sludge, upflow anaerobic sludge blanket (UASB) reactors and anaerobic biodigester. Bench-scale reactors were assembled with acclimatized and non-acclimatized sludge. Samples had their biodegradability monitored by determination of total organic carbon and norfloxacin molar absorptivity by UV/Vis spectrophotometry. The toxicity was determined by tests with Aliivibrio fischeri. Among the used biomass, UASB reactors was the most efficient in removing norfloxacin (23%), followed by anaerobic biodigester (18%), and activated sludge (13%). Regarding ecotoxicity, the anaerobic degradation promoted the elimination of antibiotic toxicity, while with aerobic degradation, the effluents generated remained toxic.

Diagnóstico do tratamento de esgotos no Rio Grande do Sul e sua associação aos riscos com a saúde / Diagnosis of sewage treatment in Rio Grande do Sul and its association with health risks

O presente trabalho tem como objetivo estimar o volume de esgoto gerado no RS em Demanda Bioquímica de Oxigênio (DBO kg/dia), e o volume de esgoto (DBO kg/dia) que chega até as estações de tratamento de esgoto ETEs; diagnosticar a eficiência das estações de tratamento de esgotoem relação ao percentual de remoção de (DBO kg/dia); correlacionando com a presença de cianobactérias próximas aos pontos de captação de água superficial para consumo humano; analisar se há inativação ou remoção de protozoários no lançamento do efluente ao retornar ao manancial. Como resultado obteve-se o volume total de matéria orgânica lançada nos corpos hídricos por dia estimado no Rio Grande do Sul é 511.769,00 DBO kg/dia no RS. As Estações de Tratamento de Esgoto captam 390.285,45 DBO kg/dia apresentaram resultados de remoção de 145.500,50 DBO kg/dia e de 22.963,21 DBO kg/dia residual; O volume ocioso das ETEs fica em torno de 5.049,89 L/s. O processo de eliminar ou inativar grande quantidade de protozoários presentes no afluente se dá através de etapas terciárias avançadas nas ETEs. Não encontramos no RS no ano 2019 ETEs com esses tipos avançados de tratamento. Sugere-se então que haja um melhor aproveitamento destas estações de tratamento no que se refere à quantidade e qualidade de volume de esgoto tratado e que sejam ampliados estudos para viabilidade de projetos de execução de novas ETEs para os demais municípios que despejam seus esgotos in natura nos mananciais impactando-os.

This work aims to estimate the volume of sewage generated in RS in Biochemical Oxygen Demand (BOD kg/day), and the volume of sewage (BOD kg/day) that reaches the sewage treatment stations (STS)s; diagnose the efficiency of sewage treatment station in relation to the percentage of removal (BOD kg/day); correlating with the presence of cyanobacteria close to the surface water intake points for human consumption; analyze if there is inactivation or removal of protozoa in the discharge of the effluent when returning to the source. As a result, the total volume of organic matter released into water bodies per day estimated in Rio Grande do Sul is 511,769.00 BOD kg/day in RS. The Sewage Treatment Plants capture 390,285.45 BOD kg/day showed removal results of 145,500.50 BOD kg/day and 22,963.21 BOD kg/day residual; The idle volume of ETEs is around 5,049.89 L/s. The process of eliminating or inactivating a large amount of protozoa present in the tributary takes place through advanced tertiary stages in the STSs. We did not find in RS in the year 2019 STSs with these advanced types of treatment. It is therefore suggested that there is a better use of these treatment plants with regard to the quantity and quality of the volume of treated sewage and that studies for the feasibility of projects for the execution of new STSs be expanded to the other municipalities that dump their raw sewage in water sources impacting them.

Coronavirus disease and basic sanitation: too early to be worried?

Abstract INTRODUCTION: Considering that severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) has been detected in feces, this study aimed to verify a possible relationship between basic sanitation indices and coronavirus disease (COVID-19) numbers/rates. METHODS: Data of COVID-19 cases registered in Brazil until May 28, 2020, and independent variables associated with basic sanitation were analyzed. RESULTS: A significant correlation between the number of cases and sewage treatment index/population density was observed. In addition, COVID-19 incidence and mortality rates were significantly associated with the total water service index and lethality rate was significantly associated with the sewage treatment index. CONCLUSIONS: Precarious basic sanitation infrastructure may potentially increase the SARS-CoV-2 transmission in Brazil.

Medical institution sewage treatment in Qingpu District of Shanghai / 上海预防医学

Objective To investigate the status of medical institution sewage treatment in Qingpu District of Shanghai, and to make corresponding measures in improving sewage management in medical institutions. Methods Questionnaire survey was conducted on selected 95 medical institutions in Qingpu District to investigate sewage treatment status and sewage samples were collected from 30 medical institutions with 20 beds or above to test their sanitary quality. Results Operating rate of sewage handling equipment was 98.9%, the proportion of medical institutions using chlorine disinfectant was 87.4%, the total qualified rate of residual chlorine was 66.7%, the total qualified rate of fecal coliform number was 70.0%, and overall qualified rate was 60.0%. Conclusion The qualified rate of medical institutions sewage in Qingpu District is not optimistic enough.It is necessary to strengthen sewage personnel training and health supervision to ensure the safety of medical institution sewage.

Remoção de contaminantes do esgoto sanitário em sistemas alagados construídos cultivados com Mentha aquatica / Removal of sewage contaminants in constructed wetlands systems cultivated with Mentha aquatica

RESUMO Neste trabalho, teve-se como objetivo avaliar o desempenho de Sistemas Alagados Construídos de Escoamento Horizontal Subsuperficial (SAC-EHSS) cultivados com Mentha aquatica, submetidos a diferentes tempos de detenção hidráulica (TDH), na remoção de matéria orgânica, nutrientes e bactérias do grupo coliformes presentes em esgoto sanitário efluente de tanque séptico. Quatro SACs-EHSS de 24,0 × 1,0 × 0,35 m foram construídos e preenchidos com brita #0, como meio suporte, até a altura de 0,20 m. Em dois SAC-EHSS, foi cultivada a espécie Mentha aquatica, permanecendo os outros dois sem vegetação como tratamento controle. O experimento foi realizado em duas etapas: na primeira, de 20 de junho a 24 de agosto de 2011, avaliaram-se os TDH de 6,0 e 4,5 dias; e, na segunda, de 31 de agosto a 09 de novembro de 2011, foram analisados os TDH de 3,0 e 1,5 dias. Para avaliação do desempenho dos sistemas, foram quantificadas as variáveis: demanda química de oxigênio (DQO), demanda bioquímica de oxigênio (DBO5), concentrações totais de nitrogênio (N), fósforo (P), potássio (K) e sódio (Na), coliformes totais e Escherichia coli. As eficiências médias na remoção de DQO variaram entre 71,3 e 91,4% e as de DBO5, entre 75,3 e 91,0%. As remoções médias de nutrientes foram de 29,5 a 77,2% do N total; de 12,8 a 58,3% do P total; de 20,4 a 63,3% do K total; e de 17,5 a 53,4% do Na total. As reduções na contagem de coliformes totais foram de 1,29 a 3,41 unidades logarítmicas e as de E. coli, de 1,13 a 3,46 unidades logarítmicas. Maiores eficiências na remoção de matéria orgânica, nutrientes e bactérias do grupo coliformes foram observadas nos SAC-EHSS cultivados que operaram com maiores TDH.

ABSTRACT This work was conducted to evaluate the performance of horizontal subsurface flow constructed wetlands (HSSF-CWs) cultivated with Mentha aquatica, subjected to different hydraulic retention times (HRTs), in the removal of organic matter, nutrients and coliform bacteria in sewage effluent from septic tank. Four HSSF-CWs measuring 24.0 × 1.0 × 0.35 m were built and filled with gravel # 0, as a support medium, up to the height of 0.20 m. In two HSSF-CWs, Mentha aquatica was cultivated, the other two remained without vegetation, as control treatment. The experiment was conducted in two stages: in the first, from 06/20 to 08/24/2011, HRTs of 6.0 and 4.5 days were evaluated, and in the second stage, from 08/31 to 11/09/2011, HRTs of 3.0 and 1.5 days were evaluated. To evaluate the systems performance, the following variables were quantified: chemical oxygen demand (COD), biochemical oxygen demand (BOD5), total nitrogen, phosphorus, potassium, sodium, total coliforms and Escherichia coli. Average removal efficiencies of COD ranged from 71.3 to 91.4% and of BOD5 from 75.3 to 91.0%. With respect to nutrients, average removals ranged from 29.5 to 77.2% total N; 12.8 to 58.3% total P; 20.4 to 63.3% total K and 17.5 to 53.4% total Na. Reductions in total coliform counts ranged from 1.29 to 3.41 log units and 1.13 to 3.46 log units in E. coli. Improved efficiencies in the removal of organic matter, nutrients and coliform bacteria were observed in cultivated HSSF-CWs that operated at higher HRT.

An occupational health survey of sewage treatment plant workers of Dakshina Kannada, Karnataka

Background: Sanitation workers are at a risk of exposure to various health hazards which are preventable. The present study aimed at assessing the health status of sewage treatment plant (STP) workers, their respiratory morbidity and onsite assessment of their occupational safety.Methods: A cross sectional study was conducted in a single STP during June-July months of 2017. A total of 32 employees were enrolled in the study. Data collection was done using a questionnaire, clinical examination and onsite assessment for occupational safety. The questionnaire included demographic details, clinical symptoms and use of personal protective equipment (PPE). Clinical examination with special focus on respiratory system and portable spirometry was conducted followed by health education on workplace safety. Descriptive statistics were reported as mean and standard deviation for continuous variables and frequency and proportion for categorical variable.Results: None of the workers underwent pre-placement health check-up and routine health check-ups at regular interval. PPE were available in adequate number. Spirometry revealed 12 workers having forced expiratory volume in one second/forced vital capacity (FEV1/FVC) within normal limits and seven workers with mild restriction. Early small airway obstruction was found in six workers. Regarding the on-site safety, an absence of barricades at two places near anaerobic sludge reactor and clarifier tank was of concern.Conclusions: The workers in STP are at risk of respiratory occupational hazards and should undergo pre-placement and routine health check-up for prevention of occupational hazards. Physical safety in terms of barricades at appropriate sites also needs attention.

Granulação natural em reator operado em bateladas sequenciais: características dos grânulos e desempenho no tratamento de esgoto sanitário / Natural granulation in sequencing batch reactor: granules characteristics and performance for domestic wastewater treatment

RESUMO Os reatores operados em bateladas sequenciais (RBS) com biomassa granular aeróbia são uma tecnologia compacta e promissora no tratamento de águas residuárias. Porém, sua utilização com esgoto sanitário ainda é um desafio, devido à instabilidade e desintegração dos agregados. O presente trabalho avaliou a granulação da biomassa em um RBS em escala piloto, sem a adição de inóculo, para o tratamento de esgoto sanitário. O estudo foi dividido em três estratégias operacionais com ciclos compostos pelas fases: enchimento, anóxica, aeróbia, sedimentação, descarte e repouso. Trabalhou-se com variações no tempo dos ciclos, 4 horas (estratégias I e II) e 6 horas (estratégia III), e na fase anóxica, 13, 30 e 90 minutos nas estratégias I, II e III, respectivamente. O desenvolvimento dos grânulos ocorreu de forma natural, sem inoculação, e o reator tratou o esgoto sanitário atendendo às exigências nacionais de padrões de lançamento de efluentes. As características do lodo granular aeróbio e o desempenho do reator no tratamento de esgoto melhoraram com o aumento da fase anóxica. Grânulos (200 a 400 µm) compreenderam mais de 80% da biomassa com boas características de sedimentabilidade (a razão entre os índices volumétricos de lodo após 30 e 10 minutos de sedimentação - IVL30/IVL10 - esteve entre 0,7 e 1,0) na estratégia III. As variáveis de maior relevância no processo foram a razão IVL30/IVL10 e a razão entre a demanda química de oxigênio solúvel do efluente e do anóxico (DQOS efluente/DQOS anóxico), polissacarídeos e temperatura, indicando a importância desses parâmetros para a manutenção da estabilidade operacional de um RBS com grânulos.

ABSTRACT Sequencing batch reactor (SBR) with aerobic granular biomass is a compact and promising technology in wastewater treatment. However, its use for sanitary sewage is still a challenge due to the instability and disintegration of the aggregates. The present work evaluated the biomass granulation in a pilot SBR, without addition of inoculum, for sanitary sewage treatment. The study was divided into three operational strategies with cycles composed by the phases of: filling, anoxic, aerobic, settling, effluent withdrawal and idle. The variations in the operational cycle time were: 4 hours (strategies I and II) and 6 hours (strategy III); and anoxic phase of 13, 30 and 90 minutes in strategies I, II and III, respectively. The granules development occurred in a natural way, without inoculation, and the reactor treated the sanitary wastewater meeting the national requirements of effluent discharge standards. The characteristics of the aerobic granular sludge and the reactor's performance improved with the anoxic phase increase. Granules (200-400 µm) were more than 80% of the biomass with good sedimentation characteristics (SVI30/SVI10 ratio between 0.7-1.0), in strategy III. The greatest relevance variables for the process were SVI30/SVI10 and COD Effluent/CODS Anoxic ratios, polysaccharides and temperature, indicating the importance of these parameters for the maintenance of the operational stability of granular SBR.

Análise de riscos potenciais associados à desinfecção de efluentes: o caso da ETE SJRP (SP) / Risk analysis applied to sewage disinfection: the case of the Sewage Treatment Plant of São José do Rio Preto (SP)

RESUMO A avaliação de risco é um processo no qual se determinam os riscos de natureza coletiva (social) e individual associados à instalação, operação ou desativação de uma atividade perigosa, levando-se em consideração a probabilidade de ocorrência de um determinado evento e a estimativa da extensão do dano que seria causado. No caso de estações de tratamento de esgoto (ETEs), em que pese a importância do aspecto locacional para assegurar a minimização de conflitos ambientais e sociais, a análise de risco deve ser parte integrante dos estudos de alternativas locacionais quando a concepção do projeto prever a utilização de substâncias perigosas armazenadas sob pressão, notadamente os sistemas de desinfecção por cloro. Entende-se, portanto, ser necessário avaliar o potencial de dano decorrente de falhas nos equipamentos e dispositivos de segurança que possam provocar vazamentos e/ou explosões. Nesse sentido, o presente artigo discute as contribuições dos estudos de análise de risco na implantação e operação de ETEs, valendo-se de um estudo de caso aplicado ao município de São José do Rio Preto, São Paulo. Os resultados obtidos destacam a relevância do estudo de análise de risco para a definição da localização do empreendimento e de medidas de segurança aplicadas ao gerenciamento da ETE e das áreas do entorno.

ABSTRACT Risk analysis allows for the identification of social and individual risks following the installation, operation or decommissioning of a hazardous activity, taking into account the probability of occurrence and the extension of damages. Sewage Treatment Plants with disinfection systems must be informed by a risk analysis in order to integrate social and environmental conflicts in decision-making. Therefore, it is relevant to assess the potential to cause relevant damage caused by failures in equipment or security devices that could lead to leakages and/or explosions. In this sense, the present paper discuss the results of a risk assessment applied to the Sewage Treatment Plant of São Jose do Rio Preto (SP). The results show the relevance of risk analysis in defining the locational alternative and the associated security measures applied to risk and conflict management, considering the plant itself, the environment and neighboring population.

Occurrence of microplastics in municipal sewage treatment plants: a review

Municipal sewage treatment plants (STPs) are thought to be important point sources of microplastics in freshwater systems and many peer-reviewed articles have been published on this issue since mid-2010s. In this review, we summarize existing literature on the occurrence of microplastics in STPs and experimental methods used for isolation and identification of microplastics. The number concentrations of microplastics in STP influents were 15.1-640 L⁻¹, whereas those in the STP effluents were highly variable and ranged from not detectable to 65 L⁻¹. For most of cases, conventional STPs are removing microplastics very effectively. Fragments and fibers are dominant shapes of microplastics. Thermoplastics (polyethylene and polypropylene) and polyester are the predominant materials recovered. Although further research is needed, size distribution of microplastics in STPs is likely to follow a power law, implying that different studies using different size cutoffs may be compared after establishing a power law relationship.

Occurrence of microplastics in municipal sewage treatment plants: a review

Municipal sewage treatment plants (STPs) are thought to be important point sources of microplastics in freshwater systems and many peer-reviewed articles have been published on this issue since mid-2010s. In this review, we summarize existing literature on the occurrence of microplastics in STPs and experimental methods used for isolation and identification of microplastics. The number concentrations of microplastics in STP influents were 15.1-640 L⁻¹, whereas those in the STP effluents were highly variable and ranged from not detectable to 65 L⁻¹. For most of cases, conventional STPs are removing microplastics very effectively. Fragments and fibers are dominant shapes of microplastics. Thermoplastics (polyethylene and polypropylene) and polyester are the predominant materials recovered. Although further research is needed, size distribution of microplastics in STPs is likely to follow a power law, implying that different studies using different size cutoffs may be compared after establishing a power law relationship.

Levantamento da tipologia das estações de tratamento de esgoto oriundas do Programa de Aceleração do Crescimento e a previsão do impacto no índice de tratamento de esgoto no estado do Espírito Santo / Survey of the type of sewage treatment plants from the Growth Acceleration Program and the forecast impact on the rate of sewage treatment in the state of Espírito Santo, Brazil

RESUMO No âmbito do Programa de Aceleração do Crescimento, cabe ao Ministério das Cidades a gestão de investimentos destinada ao esgotamento sanitário no valor de R$ 26,4 bilhões para implantação ou ampliação do sistema coletor e da estação de tratamento de esgoto. O estado do Espírito Santo foi selecionado para realizar o estudo sobre as tecnologias e avaliar o impacto do aumento do volume de esgoto tratado no índice de tratamento de esgoto (IN046) dos municípios e do estado. Foram identificadas 13 operações com investimentos em tratamento de esgoto, que beneficiam 11 municípios. Estima-se que o valor investido seja de R$ 120.852.842,33, correspondendo a 38,9% do total de recursos em esgotamento sanitário para o estado. As 13 estações de tratamento de esgoto vão proporcionar o aumento de 39.606,69 (x1.000 m³ano-1) de volume do esgoto tratado. O IN046 de oito municípios poderá alcançar o valor de 100,0% e o do estado do Espírito Santo poderá tê-lo alterado de 27,0 para 46,9%, com a entrada em operação dessas estações de tratamento de esgoto.

ABSTRACT Within the scope of the Growth Acceleration Program, the The Brazilian Ministry of Cities is responsible for the management of investments intended for sewage in the amount of BRL 26.4 billion for implementation or expansion of the collection system and wastewater treatment plant. The state of Espírito Santo was chosen to perform the study on the technologies and to evaluate the impact of the increased treated sewage volume in the sewage treatment rate (IN046) of the municipalities and state. It identified 13 operations with investments in wastewater treatment, benefiting 11 municipalities. It has been estimated that the amount invested in treatment is of BRL 120,852,842.33, which represents 38.9% of total sanitation resources for the state. The 13 wastewater treatment plants will provide an increase of 39,606.69 (x1,000 m³ year-1) of volume of treated sewage. The IN046 of eight municipalities might reach a value of 100.0% and the state of Espírito Santo might have its value changed from 27.0 to 46.9%, after the beginning of operation of these wastewater treatment plants.

Poluição por resíduos contendo compostos farmaceuticamente ativos: aspectos ambientais, geração a partir dos esgotos domésticos e a situação do Brasil / Pollution from wastes containing pharmaceutical active compounds: environmental aspects and the situation of Brazil

O tratamento e a disposição adequada do esgoto doméstico representam uma preocupação universal, em função do seu reconhecido potencial poluente, Os sistemas de tratamento objetivam a remediação de parâmetros físico-químicos que fazem parte da legislação, Nos últimos anos, entretanto, outro tipo de poluição tem sido evidenciada, envolvendo micropoluentes capazes de provocar efeitos deletérios em concentrações da ordem de µg L-1 e ng L-1, Dentro deste contexto se destacam os compostos farmaceuticamente ativos (PhACs), os quais, veiculados pelo esgoto, contaminam praticamente todos os compartimentos ambientais, O estudo de tecnologias avançadas de tratamento de efluentes, com o objetivo de incrementar a remoção de PhACs tem sido realizado especialmente em países desenvolvidos, No Brasil o foco principal do tratamento de águas residuárias ainda está voltado para o tratamento básico, uma vez que o acesso a este serviço não está acessível a toda a população, o que torna a poluição por micropoluentes um problema secundário, Neste cenário, são discutidos antecedentes relacionados com o consumo de fármacos, a sua presença no esgoto, a usual baixa capacidade de remoção apresentada pelos sistemas convencionais de tratamento e, consequentemente, sua relação com a contaminação do meio hídrico...

The proper treatment and disposal of sewage are a universal concern, according to their recognized potential pollutant. In general, many treatment systems aim to remediate physical and chemical parameters that are part of the legislation. In recent years, however, another type of pollution has been evidenced involving micropollutants able to cause deleterious effects in concentrations of the order of mg L-1 and ng L-1. In this context the pharmaceutical active compounds (PhACs), which, conveyed by sewage, contaminate virtually all environmental compartments are highlighted. The study of advanced wastewater treatment, with the goal of enhancing the removal of PhACs has been conducted mainly in developed countries. In Brazil, the main focus of wastewater treatment is still facing the basic treatment, since access to this service is not accessible to the entire population, which makes pollution from micropollutants a secondary problem. In this scenario are discussed antecedents related to the consumption of pharmaceuticals, their presence in the sewage, the usual low removal capacity presented by the conventional treatment systems and, therefore, its relationship with the contamination of the water...

Gráfico de controle da média móvel exponencialmente ponderada: aplicação na operação e monitoramento de uma estação de tratamento de esgoto / Exponentially weighted moving average control chart: application in the operation and monitoring of a sewage treatment plant

RESUMO Este trabalho teve por objetivo avaliar o desempenho de uma estação de tratamento de esgoto através de cartas de controle de qualidade estatística da média móvel exponencialmente ponderada (MMEP). A estação de tratamento de esgoto estudada localiza-se no Município de Cascavel, Paraná, Os parâmetros avaliados foram o potencial hidrogeniônico (pH), sólidos sedimentáveis (SSed), sólidos suspensos totais (SST), demanda química de oxigênio (DQO) e a demanda bioquímica de oxigênio (DBO). As cartas MMEP acusaram que estação de tratamento de esgoto apresentou bom desempenho estatístico para o pH, sólidos suspensos totais, DQO e DBO e falhas para os sólidos sedimentáveis. As cartas de controle MMEP se apresentam como uma boa alternativa no monitoramento de estações de tratamento de esgoto.

ABSTRACT This work was intended to assess the performance of a sewage treatment plant through letters of statistical quality control of exponentially weighted moving average. The sewage treatment plant is located in the municipality studied of Cascavel, Paraná, the parameters measured were the hydrogenionic potential (pH), settleable solids (SetS), total suspended solids (TSS), chemical oxygen demand (COD), biochemical oxygen demand (BOD). The EWMA letters accused that sewage treatment station has good statistical performance for the pH, total suspended solids, COD and BOD and failures for settleable solids. The EWMA control letters are presented as a good alternative in monitoring of sewage treatment plants.

Avaliação da viabilidade de utilização de colifagos como indicadores de poluição fecal: suas relações com parâmetros físicos e químicos e indicadores bacterianos / Evaluation of the viability of using coliphages as indicators of fecal pollution: relations with physical and chemical parameters and bacterial indicators

RESUMO As bactérias coliformes, correntemente utilizadas como indicadores de contaminação fecal, não asseguram a inexistência de outros microrganismos patogênicos em águas, principalmente vírus entéricos. O objetivo do trabalho foi avaliar a viabilidade da utilização de colifagos como indicadores virais no efluente de estações de tratamento de esgotos (ETE), pois sua análise apresenta um método mais simplificado quando comparado aos procedimentos para identificação de vírus entéricos. O comportamento de colifagos nas diferentes estações climáticas durante o período de um ano foi verificado no efluente final da ETE, apresentando-se em maior quantidade nos períodos secos. Não foi verificada relação significativa entre colifagos e coliformes, bem como com as variáveis demanda bioquímica de oxigênio (DBO5), turbidez e sólidos totais. Os resultados obtidos nesta pesquisa indicam a necessidade do monitoramento conjunto de vírus e bactérias, a fim de garantir adequada avaliação da qualidade do esgoto tratado.

ABSTRACT Coliform bacteria, currently used as fecal indicator, does not ensure the absence of other pathogenic microorganisms in water, mainly enteric viruses. The objective of this study was to evaluate the viability of using coliphages as viral indicators in the effluent from Wastewater Treatment Plants (WWTP) due to the fact that Coliphages determination involves a simplified methodology. The seasonal pattern of coliphages was measured in the final effluent of a domestic WWTP, which occurred in higher values, mainly during dry seasons periods. This behavior was similar with the described by the authors in relation to enteric viruses in water. Significant relationship was not found among coliphages and coliforms, as well as with the physical and chemical parameters analyzed. The need for joint monitoring of viruses and bacteria is emphasized, in order to ensure the proper quality of treated water.

Uso de fotorreatores UV para a remoção de diclofenaco, bezafibrato e etinilestradiol de esgoto tratado em sistema UASB-FBP / Use of UV photoreactors to remove diclofenac, bezafibrate and ethynylestradiol from sewage treated in UASB-TF system

RESUMOEste trabalho avaliou a remoção de diclofenaco (DCF), bezafibrato (BZF) e etinilestradiol (EE2) de efluentes de sistema UASB-FBP (reator anaeróbio de manta de lodo seguido de filtro biológico percolador) em fotorreatores UV de lâmpadas imersas (FRI) e emersas (FRE). Os resultados mostram que baixa eficiência de remoção de tais compostos foi obtida em ambos fotorreatores quando se utilizou baixo tempo de contato (~10 min) e baixa concentração inicial de fármacos (0,5 µg.L-1 para EE2, e 21 µg.L-1 para DCF e BZF). O aumento da concentração inicial de DCF (para 20 mg.L-1) e do tempo de contato (para 20 min) resultaram em aumento da eficiência de remoção (de 31 para 83% no FRI e de 36 para 86% no FRE), indicando que compostos dissolvidos presentes no efluente biológico afetaram adversamente a remoção de fármacos nos fotorreatores devido a competição pela radiação UV incidente.

ABSTRACTThis paper evaluated the removal of diclophenac (DCF), bezafibrate (BZF) and ethynylestradiol (EE2) from effluent of an anaerobic reactor coupled to a trickling filter (UASB-TF) in two types of UV photoreactors (immerse UV lamps - FRI and emmersed UV lamps - FRE). The results showed low removal efficiencies in both photoreactors when low contact times (10 min) and low initial concentration of such compounds was used (0.5 µg.L-1 for EE2 and 21 µg.L-1 for DCF and BZF). An increase in the initial concentration of DCF (to 20 mg.L-1) and of the contact time (to 20 min) led to an increase in the removal efficiency (from 31 to 83% in FRI and from 36 to 86% in FRE), suggesting that dissolved compounds present in the biological effluent adversely affected the removal of the pharmaceutical tested due to competition for the incident UV radiation.

Tetracycline: production, waste treatment and environmental impact assessment

The frequent occurrence of pharmaceuticals in the aquatic environment requires an assessment of their environmental impact and their negative effects in humans. Among the drugs with high harmful potential to the environment are the antibiotics that reach the environment not only, as may be expected, through the effluents from chemical and pharmaceutical industries, but mainly through the sewage and livestock; because around 25 to 75% of the ingested drugs are excreted in unchanged form after the passage through the Gastro-Intestinal Tract. Tetracycline has high world consumption, representing a human consumption of about 23 kg/day in Brazil in 2007. At the moment, researches are being made to develop new tetracycline that incorporate heavy metals (Hg, Cd, Re, Pt, Pd) to their structures in order to increase their bactericidal effect. The conventional wastewater treatment plants are not able to degrade complex organic molecules to reduce their toxicity and improve their biodegradability. For this reason new technologies, i.e., the advanced oxidation processes, are being developed to handle this demand. The objectives of this study are to review the literature on the processes of obtaining tetracycline, presenting its waste treatment methods and evaluation of their environmental impact.

A ocorrência frequente de fármacos no meio aquático exige a avaliação do seu impacto ambiental e seus efeitos negativos em seres humanos. Dentre os fármacos com maior potencial de impacto ambiental estão os antibióticos, que chegam ao meio ambiente através dos efluentes de indústrias químico-farmacêuticas e, principalmente, através de esgotos domésticos e criação de animais, visto que 25% a 75% dos fármacos são excretados em forma inalterada após passagem pelo Trato Gastrointestinal. Parcela significativa do consumo mundial dos antibióticos corresponde à classe das tetraciclinas, representando consumo humano de 23 kg/dia no Brasil, em 2007. Atualmente, há pesquisas de novas tetraciclinas que incorporam metais pesados (Hg, Cd, Re, Pt, Pd) às suas estruturas com o intuito de aumentar suas atividades bactericidas. As estações de tratamento de águas residuais convencionais não são capazes de degradar moléculas orgânicas complexas, diminuir a sua toxicidade e melhorar a sua biodegradabilidade. Por esta razão, as novas tecnologias, como, por exemplo, os processos oxidativos avançados, estão sendo desenvolvidos para lidar com esta demanda. Os objetivos deste trabalho são fazer uma revisão da literatura sobre os processos de obtenção de tetraciclinas, apresentar métodos de tratamento de seus resíduos e avaliar o seu impacto ambiental.

Sewage treatment plant serves as a hot-spot reservoir of integrons and gene cassettes.

This study investigated the occurrence and abundance of class 1 integrons and related antibiotic resistance genes (ARGs) in a sewage treatment plant (STP) of China. Totally, 189 bacterial strains were isolated from influent, activated sludge and effluent, and 40 isolates contained the integons with a complete structure. The intI1-carrying isolates were found to harbor two types of gene cassettes: dfr17-aadA5 and aadA2, conferring resistances to trimethoprim and streptomycin, which were further confirmed by antimicrobial susceptibility analysis. Many other gene cassettes were carried on integron, including qnrVC1, catB-8-blaoxa-10-aadA1-aac(6'), aadB-aacA29b, aadA2, aac(6')-1b, aadA6 and aadA12, which were detected using DNA cloning. Quantitative real time PCR showed that over 99% of the integrons was eliminated in activated sludge process, but average copy number of integrons in given bacterial cells was increased by 56% in treated sewage. Besides integrons, other mobile gene elements (MGEs) were present in the STP with high abundance. MGEs and the associated ARGs may be wide-spread in STPs, which constitute a potential hot spot for selection of antibiotic resistant bacteria and horizontal transfer of ARGs.