RESUMO

Anaerobic bioreactors are an efficient technology for the biodegradation of emerging contaminants in environmental matrices. In this work, a horizontal-flow anaerobic immobilized biomass (HAIB) bioreactor was used to remove caffeine (CAF), which is frequently found in various aqueous matrices. The acrylic bench top bioreactor, with dimensions of 100 × 5.00 cm, was operated with a hydraulic retention time (HRT) of 12 h, during 45 weeks, under mesophilic conditions. The operation was performed in 4 phases: without CAF addition (phase I); CAF spiked at 300 µg L-1 (phase II); CAF at 600 µg L-1 (phase III); and CAF at 900 µg L-1 (phase IV). Samples of bioreactor influent and effluent were analyzed by liquid chromatography/tandem mass spectrometry (LC-MS/MS). The bioreactor removed organic matter (OM) and CAF with efficiencies of 88 and 93%, respectively. The first-order apparent removal constant (Kapp) values for OM and CAF were 0.419 and 0.304 h-1, respectively. Five transformation products (TPs) were identified, with m/z 243, 227, 211, and 181 (two products). The HAIB bioreactor is a suitable system for the removal of CAF present in wastewater, even at a concentration level of µg L-1.

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Biomass samples from a structured-bed reactor subjected to recirculation and intermittent aeration (SBRRIA) were analyzed to investigate the bacterial community shift along with the changes in the C/N ratio. The C/N ratios tested were 7.6 ± 1.0 (LNC) and 2.9 ± 0.4 (HNC). The massive sequencing analyses revealed that the microbial community adjusted itself to different organic and nitrogenous applied loads, with no harm to reactor performance regarding COD and Total-N removal. Under LNC, conventional nitrification and heterotrophic denitrification steered the process, as indicated by the detection of microorganisms affiliated with Nitrosomonadaceae, Nitrospiraceae, and Rhodocyclaceae families. However, under HNC, the C/N ratio strongly affected the microbial community, resulting in the prevalence of members of Saprospiraceae, Chitinophagaceae, Xanthomonadaceae, Comamonadaceae, Bacillaceae, and Planctomycetaceae. These families include bacteria capable of using organic matter derived from cell lysis, ammonia-oxidizers under low DO, heterotrophic nitrifiers-aerobic denitrifiers, and non-isolated strains of Anammox. The DO profile confirmed that the stratification in aerobic, anoxic, and anaerobic zones enabled the establishment of different nitrogen degradation pathways, including the Anammox.

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Sulfamethazine (SMZ) is an antibiotic from sulfonamides class widely used in veterinary medicine and reported in wastewater and sewage. Thus, it is essential to study technologies to reduce SMZ present in the aquatic environment. Anaerobic bioreactors are a low-cost technology applied for wastewater treatment. The objective of this paper is to study kinetics parameters related to SMZ removal using a horizontal flow-anaerobic immobilized biomass reactor (HAIB) and to evaluate its transformation products formed during this treatment. The bioreactor was operated at mesophilic condition with a hydraulic retention time of 12 h. The removal of SMZ was evaluated at three different concentrations: 200 ng L-1 (phase I), 400 ng l-1 (phase II) and 600 ng L-1 (phase III). The apparent first-order removal constant obtained for chemical oxygen demand was 0.885 ± 0.094 h-1 while SMZ showed a removal constant of 0.356 h-1. SMZ was removed with an efficiency of 56.0 ± 13.0 % (phase I); 62.0 ± 12.0 % (phase II) and 62.0 ± 6.00 % (phase III). Seven transformation products were detected and one of these with m/z 233 is reported for the first-time. The HAIB bioreactor has a potential to assist in wastewater treatment to remove contaminants at ng L-1 concentration level.

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RESUMO Foi estudada a remoção de compostos BTEX (benzeno, tolueno, etilbenzeno e xilenos) em reator de escoamento contínuo e mistura perfeita, com inóculo de Aspergillus niger AN 400, operado sob o tempo de detenção hidráulica (TDH) de 12 horas para avaliar a eficiência do sistema na biorremediação de água poluída com gasolina na presença (Etapa I) e na ausência (Etapa II) de glicose (0,5 g.L-1). A água poluída com gasolina foi preparada na proporção de 10:1000 mL (gasolina:água). Na primeira etapa foi ainda estudada a influência da adição de nutrientes no afluente sobre a eficiência do processo. A adição de nutrientes foi benéfica ao processo e, mesmo com a retirada da glicose, a eficiência foi mantida, devido à metabolização do etanol - presente na gasolina brasileira em 25% - pelos fungos, sendo ambos fontes de carbono de assimilação mais fácil para obtenção de energia; o etanol e a glicose, foram usados como cossubstratos na degradação dos BTEX. Assim, na Etapa 2, quando somente havia o etanol no meio, chegou-se a percentuais médios de 88% para benzeno, 90% para tolueno, 90% para etilbenzeno, e de 91% para meta, para e orto-xileno (m, p e o-xileno), com formação de subprodutos fenólicos. A população fúngica predominou no meio ao longo de toda a operação do reator.

ABSTRACT The removal of benzene, toluene, ethylbenzene and xylene (BTEX) compounds by Aspergillus niger AN 400 was studied in a continuous flow reactor which was operated at hydraulic retention time (HRT) of 12 hours evaluate the efficiency of the system in the bioremediation of water polluted with gasoline in the presence (Step 1) and absence (Step 2) of 0.5 g.L-1 glucose. In the first step it was also studied the influence of the addition of nutrients in the influent on the efficiency of the process. The addition of nutrients was beneficial to the process and, with the removal of glucose, the efficiency was maintained due to the use of ethanol - which is a Brazilian gasoline constituent (25%) - and was used as co-substrate. Both ethanol and glucose are more easily assimilated carbon and energy sources for fungi and were used as co-substrate in the degradation of BTEX. Thus, in Step 2, when only ethanol was in the biomedia, averages percentage of 88% for benzene, 90% in toluene, 90% ethylbenzene and 91% for meta, para and ortho-xylene (m, p and o-xylene) were reached, with the formation of phenolic by-products in between. The fungal population in the middle prevailed throughout the operation of the reactor.

RESUMO

The antibiotics sulfamethoxazole (SMTX) and ciprofloxacin (CIP) are commonly used in human and veterinary medicine, which explains their occurrence in wastewater. Anaerobic reactors are low-cost, simple and suitable technology to wastewater treatment, but there is a lack of studies related to the removal efficiency of antibiotics. To overcome this knowledge gap, the objective of this study was to evaluate the removal kinetics of SMTX and CIP using a horizontal-flow anaerobic immobilized biomass reactor. Two different concentrations were evaluated, for SMTX 20 and 40 µg L(-1); for CIP 2.0 and 5.0 µg L(-1). The affluent and effluent analysis was carried out in liquid chromatography/tandem mass spectrometry (LC-MS/MS) with the sample preparation procedure using an off-line solid-phase extraction. This method was developed, validated and successfully applied for monitoring the affluent and effluent samples. The removal efficiency found for both antibiotics at the two concentrations studied was 97%. Chemical oxygen demand (COD) exhibited kinetic constants that were different from that observed for the antibiotics, indicating the absence of co-metabolism. Also, though the antibiotic concentration was increased, there was no inhibitory effect in the removal of COD and antibiotics.

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O estudo visou a investigação da degradação de formaldeído em um sistema combinado anaeróbio-aeróbio, de fluxo ascendente e com biomassa imobilizada, constituindo-se por um filtro anaeróbio seguido de biofiltro aerado submerso. As concentrações de formaldeído aplicadas ao sistema variaram de 26 a 1.055 mg HCHO.L-1, resultando em eficiências de remoção de formaldeído de 97±3% e de DQO de 90±6%. A partir dos resultados obtidos, conclui-se que o sistema combinado se apresentou adequado para o tratamento de esgoto sanitário contendo formaldeído, uma vez que além de eficiências de remoção representativas, apresentou estabilidade de operação durante o decorrer do estudo.

The study aimed to investigate the degradation of formaldehyde in an anaerobic-aerobic combined system, upflow and with immobilized biomass, consisting of an Anaerobic Filter (AF) followed by Aerated Submerged Biofilter (ASB). The concentrations of formaldehyde applied to the system ranged from 26 to 1,055 mg HCHO.L-1, resulted in a removal efficiency of formaldehyde of 97±3% and chemical oxygen demand (COD) of 90±6%. From the results, it is concluded that the combined system was suitable for treating wastewater containing formaldehyde, since besides representative removal efficiencies; operation was stable during the course of the study.

RESUMO

Este trabalho visa estudar o desempenho de um sistema combinado na remoção de matéria orgânica e nitrogênio de esgoto sanitário, por meio da recirculação interna do efluente. Os reatores, em escala de bancada, foram: filtro anóxico (32,6 L), biofiltro aerado submerso (17,6 L) e decantador secundário (7,2 L). As razões de recirculação foram 0,5; 1,5; 2,0 e 4,0 sem adição de carbono externo ou alcalinizante. Na razão de recirculação de 4,0 foram aplicadas taxas de carregamento orgânico e de nitrogênio ao sistema de 0,7±0,3 Kg DQO.m-3.d-1 e 0,08±0,02 kg N-NH4 +.m-3.d-1, atingindo remoções de demanda química de oxigênio e nitrogênio total de 92±4% e 83±8%, respectivamente. Os resultados mostram viabilidade do uso da recirculação do efluente, uma vez que as concentrações finais de nitrogênio total (12±3 mg N.L-1) estão abaixo do valor estipulado pela Resolução CONAMA nº 430/2011.

This work aims to study the performance of a combined system in the removal of organic matter and nitrogen from sanitary sewage through internal recirculation of the effluent. The bench scale reactors were: anoxic filter (32.6 L), submerged aerated biofilter (17.6 L) and secondary settler (7.2 L). The recirculation rates were 0.5; 1.5; 2.0 and 4.0 without added external-carbon or alkalising. In 4.0 recirculation rate, the organic and nitrogen loading rates applied to the system were 0.7±0.3 kg chemical oxygen demand.m-3.d-1 and 0.08±0.02 kg N-NH4 +.m-3.d-1, reaching removals of chemical oxygen demand and total nitrogen of 92±4% and 83±8%, respectively. The results show the feasibility of using recirculation of effluent, once the final concentrations of total nitrogen (12±3 mg.L-1) are below the value stipulated by CONAMA Resolution nº 430/2011.

RESUMO

Este artigo relata a avaliação do desempenho de um reator anaeróbio-aeróbio, preenchido com espuma de poliuretano, para tratamento de esgoto sanitário. Inicialmente, foram testados diferentes tempos de detenção hidráulica (TDH) no reator que operou apenas em condições anaeróbias. Em seguida, foi operado o reator combinado anaeróbio-aeróbio. O melhor resultado para o reator em operação exclusivamente anaeróbia foi para o TDH de 10 horas, no qual se conseguiu reduzir a DQO de 389 ± 70 mg/L para 137 ± 16 mg/L. Para o reator anaeróbio-aeróbio, a DQO foi reduzida de 259 ± 69 mg/L para 93 ± 31 mg/L para TDH de 12 h (6 h no estágio anaeróbio e 6 h no aeróbio). A comparação de todos os resultados obtidos evidenciou a importância do pós-tratamento aeróbio na remoção de parcela de matéria orgânica não removida em tratamento unicamente anaeróbio.

This paper reports on the performance evaluation of an upflow anaerobic-aerobic reactor, filled with polyurethane matrices, for domestic sewage treatment. Initially, different hydraulic retention times were assayed with the reactor operating exclusively in anaerobic condition. Afterwards, anaerobic-aerobic combined reactor was operated. The anaerobic operation with HRT of 10 h provided the best organic matter removal with COD reduction from 389 ± 70 mg/L to 137 ± 16 mg/L. Under anaerobic-aerobic condition, the COD dropped from 259 ± 69 mg/L to 93 ± 31 mg/L with HRT of 12 h (6 h in anaerobic and 6 h in aerobic stages). Finally, comparing all the obtained results, it was possible to verify the importance of the aerobic post treatment in the removal of part of the organic matter not removed in an exclusively anaerobic treatment.