ABSTRACT
To investigate the bioelectrochemical enhanced anaerobic ammonia oxidation (anammox) nitrogen removal process, a bioelectrochemical system with coupled anammox cathode was constructed using a dual-chamber microbial electrolysis cell (MEC). Specifically, a dark incubation batch experiment was conducted at 30 ℃ with different influent total nitrogen concentrations under an applied voltage of 0.2 V, and the enhanced denitrification mechanism was investigated by combining various characterization methods such as cyclic voltammetry, electrochemical impedance spectroscopy and high-throughput sequencing methods. The results showed that the total nitrogen removal rates of 96.9%±0.3%, 97.3%±0.4% and 99.0%±0.3% were obtained when the initial total nitrogen concentration was 200, 300 and 400 mg/L, respectively. In addition, the cathode electrode biofilm showed good electrochemical activity. High-throughput sequencing results showed that the applied voltage enriched other denitrifying functional groups, including Denitratisoma, Limnobacter, and ammonia oxidizing bacteria SM1A02 and Anaerolineaceae, Nitrosomonas europaea and Nitrospira, besides the anammox bacteria. These electrochemically active microorganisms comprised of ammonium oxidizing exoelectrogens (AOE) and denitrifying electrotrophs (DNE). Together with anammox bacteria Candidatus Brocadia, they constituted the microbial community structure of denitrification system. Enhanced direct interspecies electron transfer between AOE and DNE was the fundamental reason for the further improvement of the total nitrogen removal rate of the system.
Subject(s)
Denitrification , Wastewater , Anaerobic Ammonia Oxidation , Nitrogen , Oxidation-Reduction , Bioreactors/microbiology , Ammonium Compounds , Bacteria/genetics , Microbiota , SewageABSTRACT
The wide use of ZnO and CuO nanoparticles in research, medicine, industry, and other fields has raised concerns about their biosafety. It is therefore unavoidable to be discharged into the sewage treatment system. Due to the unique physical and chemical properties of ZnO NPs and CuO NPs, it may be toxic to the members of the microbial community and their growth and metabolism, which in turn affects the stable operation of sewage nitrogen removal. This study summarizes the toxicity mechanism of two typical metal oxide nanoparticles (ZnO NPs and CuO NPs) to nitrogen removal microorganisms in sewage treatment systems. Furthermore, the factors affecting the cytotoxicity of metal oxide nanoparticles (MONPs) are summarized. This review aims to provide a theoretical basis and support for the future mitigating and emergent treatment of the adverse effects of nanoparticles on sewage treatment systems.
Subject(s)
Wastewater/toxicity , Sewage/chemistry , Zinc Oxide/chemistry , Waste Disposal, Fluid , Nanoparticles/chemistry , Metal Nanoparticles/chemistry , Nitrogen/metabolism , Water PurificationABSTRACT
RESUMO Os wetlands construídos (WC) são uma ecotecnologia aplicável para o tratamento descentralizado de esgotos notadamente em pequenas comunidades, em razão de sua simplicidade operacional. Existem vários arranjos e combinações de WC possíveis, destacando-se o arranjo tanque séptico (TS), seguido da modalidade de WC de escoamento vertical (WCV) com recirculação do efluente do WCV de volta para o TS, como proposta para possibilitar a remoção de nitrogênio presente no esgoto afluente. Entretanto, no Brasil, essa configuração e suas implicações operacionais e de desempenho são pouco exploradas. Diante disso, o objetivo deste trabalho foi avaliar o desempenho de um sistema de TS seguido de um WCV com recirculação no tratamento descentralizado de esgoto doméstico. O sistema empregado no tratamento de esgoto de um equivalente populacional de dez habitantes é composto de um TS (4,7 m3 de volume útil), seguido de um WCV (24,5 m2 de área superficial) preenchido com brita e plantado com Canna spp. O monitoramento, que compreendeu um período de nove meses, teve início após um ano e cinco meses de operação do sistema. Utilizando taxa de 50% de recirculação, taxa de aplicação hidráulica no WCV de 85 mm d-1 e carga de 47 g DQO m-2.d-1, foram obtidas boas eficiências para remoção conjunta de demanda química de oxigênio — DQO (80%), sólidos em suspensão totais — SST (85%) e nitrogênio total —NT (42%), mesmo com elevadas cargas orgânicas. Além das boas eficiências apresentadas, o sistema demonstrou ser robusto e de operação simples e representa uma alternativa tecnológica com potencial para o tratamento descentralizado de esgotos de empreendimentos habitacionais.
ABSTRACT Constructed wetland (CW) is an applicable eco-technology for decentralized wastewater treatment, notably in small communities, due to its operational simplicity. CW has several possible arrangements and combinations, among which the septic tank (ST) stands out, followed by the vertical flow constructed wetland (VFCW), with treated effluent recirculation back to the ST to enable nitrogen removal. However, in Brazil, this configuration and its operational and performance implications are little explored. Therefore, this study aimed to evaluate the performance of an ST system, followed by a VFCW with recirculation in the decentralized treatment of domestic wastewater. The wastewater treatment system for 10 inhabitants consists of an ST (4.7 m3 of useful volume), followed by a VFCW (24.5 m2 of surface area) planted with Canna spp. The monitoring, which covered a period of nine months, started after one year and five months of system operation. Using a 50% recirculation rate, VFCW hydraulic loading rate of 85 mm d-1, and organic load of 47 g COD m-2 d-1, good efficiencies were obtained for the joint removal of chemical oxygen demand — COD (80%), total suspended solids — TSS (85%), and total nitrogen — TN (42%), even with high organic loads. In addition to the good efficiencies presented, the system proved to be robust and easy to operate, representing a technological alternative with potential for the decentralized wastewater treatment of housing developments.
ABSTRACT
Denitrification is an indispensable part of most sewage treatment systems. The biological denitrification process has attracted much attention in the past decades due to the advantages such as cost-effectiveness, process simplicity, and absence of secondary pollution. This review summarized the advances on biological denitrification processes in recent years according to the different physiological characteristics and denitrification mechanisms of denitrification microorganisms. The pros and cons of different biological denitrification processes developed based on nitrifying bacteria, denitrifying bacteria, and anaerobic ammonia-oxidizing bacteria were compared with the aim to identify the best strategy for denitrification in a complex wastewater environment. The rapid development of synthetic biology provides possibilities to develop highly-efficient denitrifying strains based on mechanistic understandings. Combined with the applications of automatic simulation to obtain the optimal denitrification conditions, cost-effective and highly-efficient denitrification processed can be envisioned in the foreseeable future.
Subject(s)
Aerobiosis , Denitrification , Nitrification , Nitrogen , WastewaterABSTRACT
Heterotrophic nitrification-aerobic denitrification (HN-AD) is an enrichment and breakthrough theory of traditional autotrophic nitrification heterotrophic denitrification. Heterotrophic nitrification-aerobic denitrifiers with the feature of wide distribution, strong adaptability and unique metabolic mechanism have many special advantages, including fast-growing, rapid biodegradability and long lasting activity, which can rapidly remove ammonia nitrogen, nitrate nitrogen (NO₃⁻-N) and nitrite nitrogen (NO₂⁻-N) under aerobic conditions simultaneously. Therefore, HN-AD bacteria show the important potential for denitrification under extreme conditions with high-salt, low-temperature or high-ammonia nitrogen environment, and HN-AD bacteria attract extensive attention in the field of biological denitrification of wastewater. In this review, we first introduce the previously reported HN-AD bacterial species which have denitrification performance in the extreme environments and state their typical metabolic mechanism. Then, we systematically analyze the nitrogen removal characteristics and potential under extreme conditions. We also briefly describe the progress in the application of HN-AD bacterial. Finally, we outlook the application prospects and research directions of HN-AD denitrification technology.
Subject(s)
Aerobiosis , Bacteria , Denitrification , Heterotrophic Processes , Nitrification , Nitrites , NitrogenABSTRACT
RESUMO O nitrogênio é um dos contaminantes mais importantes presentes nas águas residuais. As alternativas tecnológicas mais usuais para o tratamento de águas contendo esse composto lançam mão do ciclo bioquímico do nitrogênio, o qual se sustenta em dois processos, a nitrificação e a desnitrificação. Dentre os parâmetros que influenciam na remoção de nitrogênio, podemos citar a concentração de oxigênio dissolvido, relação carbono/nitrogênio, temperatura, pH entre outros. Este trabalho apresenta uma revisão sobre a remoção biológica de nitrogênio das águas e os principais parâmetros que influenciam na sua remoção, dando ênfase ao processo de nitrificação e desnitrificação simultânea.
ABSTRACT Nitrogen is one of the most important contaminants present in wastewater. The most common alternative technologies for the treatment of waters containing this compound lay hold of the biochemical cycle of nitrogen, which is based on two processes, nitrification and denitrification. Among the parameters that influence the removal of nitrogen, we can mention the concentration of dissolved oxygen, carbon/nitrogen ratio, temperature, pH, and other relationships. This paper presents an overview of the biological nitrogen removal of water and the main parameters that influence the removal, emphasizing the simultaneous nitrification and denitrification process.
ABSTRACT
Abstract Gram-negative ( G-) bacteria, such as denitrifying bacteria and anaerobic ammonia oxidation bacteria, are highly social organisms capable of sophisticated cooperative behavior mediated via quorum sensing. As signal molecules of the chemical communication, N-acyl-homoserine lactones ( AHLs ) can mediate the quorum sensing of the functional microbial population and regulate the population density. To understand the growth of functional microbial population and the mechanism for biological nitrogen removal in upflow microaerobic sludge reactors ( UMSRs ) treating organic wastewater with low ratio of chemical oxygen demand to total nitrogen, a method was established to simultaneously detect AHLs in the microaerobic processes. Water-sludge mixtures sampled from the UMSRs were pretreated in sequence by liquid-liquid extraction using ethyl acetate, rotary evaporation, constant volume with methanol, separation by C18 column. Gradient elution was carried out using 5 mmol/L ammonium acetate ( containing 0 . 1% formic acid ) and methanol as mobile phases. On the base of multiple reaction monitoring analysis, a triple quadrupole mass spectrometer with an electrospray ionization was introduced to detect the target compounds. Nine kinds of AHLs were used to evaluate the established method and the results showed that the detection limits were 0 . 01-0 . 5 μg/L and all of the AHLs presented excellent linearity with the concentration ranging from 0 . 5 to 100 μg/L. The recovery and relative standard deviation ranged from 62. 5% to 118. 1% and 2. 9% to 12. 1%, respectively. The analysis could be finished within 6. 5 min. The rapid, accurate and precise method for detecting AHLs provided a new insight into the growth and metabolic activity of functional microbial population in the activated sludge processes to understand the mechanism of biological nitrogen removal, suggesting a good application in regulation and operation of wastewater biological treatment processes.
ABSTRACT
ABSTRACT Large amount of agriculturl wastewater containing high level nitrate-nitrogen (NO3 --N) is produced from modern intensive agricultural production management due to the excessive use of chemical fertilizers and livestock scale farming. The hydroponic experiment of water hyacinth was conducted for analyzing the content of NO3 --N, soluble sugar content, N-transported the amino acid content and growth change in water hyacinth to explore its purification ability to remove NO3 --N from agriculture eutrophic wastewater and physiological and biochemical mechanism of this plant to remove NO3 --N. The results showed that the water hyacinth could effectively utilize the NO3 --N from agriculture eutrophic wastewater. Compared with the control, the contents of NO3 -change to NO3 --N in the root, leaf petiole and leaf blade of water hyacinth after treatment in the wastewater for a week was significantly higher than that in the control plants treated with tap water, and also the biomass of water hyacinth increased significantly, indicating that the accumulation of biomass due to the rapid growth of water hyacinth could transfer some amount of NO3 --N.13C-NMR analysis confirmed that water hyacinth would convert the part nitrogen absorbed from agriculture eutrophic wastewater to ammonia nitrogen, which increased the content of aspartic acid and glutamic acid, decreased the content of soluble sugar, sucrose and fructose and the content of N-storaged asparagine and glutamine, lead to enhance the synthesis of plant amino acids and promote the growth of plants. These results indicate that the nitrate in agriculture eutrophic wastewater can be utilized by water hyacinth as nitrogen nutrition, and can promote plant growth by using soluble sugar and amide to synthesis amino acids and protein.
ABSTRACT
O objetivo deste estudo foi avaliar os efeitos da presença de suportes plásticos móveis (carriers) no processo de lodo ativado por meio da operação, sob diferentes tempos de retenção de sólidos para remoção de matéria carbonácea e nitrogênio, de dois sistemas aeróbios. Um deles, denominado LAC, foi constituído por reatores de lodo ativado com biomassa apenas em suspensão, e comparado com outro, LAI, com reatores integrados de lodo ativado com biofilme em leito móvel. Monitorou-se o crescimento das biomassas em suspensão e aderida e as condições ambientais nos reatores. Testes respirométricos determinaram os coeficientes cinéticos relativos à nitrificação. Foi possível a aplicação de carga de aproximadamente duas vezes a que foi suportada por um sistema de lodo ativado, a nitrificação se estendeu até reduzidas idades do lodo aeróbio e a desnitrificação ocorreu eficientemente. As velocidades específicas de crescimento das bactérias nitritantes e nitratantes foram determinadas para o processo com biofilme aderido, resultando similares às obtidas apenas com biomassa em suspensão.
The aim of this study was to evaluate the effects of plastic media carriers presence in the activated sludge process through the operation under different solids retention times, for the removal of carbonaceous organic matter and ammonia nitrogen, of two aerobic systems. One of them, called LAC, was constituted by activated sludge reactors with suspended biomass only and compared with another, LAI, with integrated fixed-film activated sludge reactors. The growth of attached and suspended biomass and environmental conditions in the reactors have been monitored. Respirometric analyzes were used to determine kinetic coefficients related to nitrification. It was possible to apply approximately twice the load supported by an activated sludge system, nitrification was extended until low solids retention times related to the aerobic and suspended biomass, and denitrification has occurred efficiently. The specific growth rate of nitrifying bacteria in attached biomass has resulted similar to that observed in suspended biomass.
ABSTRACT
O presente trabalho objetivou a avaliação da remoção de matéria orgânica carbonácea e nitrogenada, bem como a determinação do fluxo crítico, em biorreator de membranas, com zona pré-anóxica, tratando águas residuárias industriais da produção de aminoácidos. O reator foi operado sob carga orgânica volumétrica de 1,91 kg.DQO.m-3.d-1 e 0,18 kg.NTK.m-3.d-1; a recirculação do reator aeróbio para o reator anóxico foi de quatro vezes a vazão afluente. O reator apresentou médias de remoção de DQO, NTK e NT de 97, 98 e 92 por cento, respectivamente. O sistema de ultrafiltração foi testado em vários fluxos entre 25 e 37 L.m-2.h-1 e determinou-se o fluxo crítico de 28 L.m-2.h-1 quando operado com 11,4 g.L-1 de SST e 35 dias de tempo de retenção celular. Os resultados mostraram que houve viabilidade técnica no uso de biorreator de membranas para remoção de matéria orgânica de águas residuárias industriais da produção de aminoácidos.
This study aimed to evaluate the carbonaceous organic matter and nitrogen removal as well as the determination of critical flux in membrane bioreactor, with pre-anoxic zone, treating industrial wastewater of amino acids production. The reactor was operated under organic loading rate of 1.91 kgDQO.m-3.day-1 and 0.18 kgNTK.m-3.day-1, the recirculation from aerobic reactor to anoxic reactor was four times the influent flow rate. The system showed an average removal of COD, TKN and TN of 97, 98 and 92 percent, respectively. The ultrafiltration system was tested at various fluxes between 25 and 37 L.m-2.h-1, to determine the critical flux of 28 L.m-2.h-1 operating at 11.4 g.L-1 of TSS and 35 days of sludge retention time. The results showed the technical feasibility of using membrane bioreactor to remove organic matter from industrial wastewater of amino acids production.
ABSTRACT
Este trabalho tem como objetivo avaliar a eficiência e a estabilidade do RSB na remoção de nitrogênio no tratamento de esgoto doméstico com DQO baixa. O reator utilizado no experimento possui volume de trabalho de 600 L e trata 1200 L/d de esgoto bruto em três bateladas de oito horas. A partir dos dados obtidos na pesquisa, observou-se que o reator seqüencial em bateladapossibilitou a remoção média de nitrogênio total igual a 88 % no tratamento de esgoto doméstico com DQO média de 257 mg/L. A remoção de DQO foi de 90 %, a média da alcalinidade total no efluente foi 72 mgCaCO3/L e o índice volumétrico de lodo médio ficou em 86 mL/g. Estes resultados indicam que é possível utilizar RSB para o tratamento de esgoto doméstico com matéria orgânica reduzida sem comprometer a qualidade do efluente, a remoção de nitrogênio e a estabilidade operacional do sistema.
This work had the objective of evaluating the SBR efficiency and stability in the removal of nitrogen on the treatment of domestic sewage with low COD. The reactor used in the experiment has a working volume of 600 L, and treats 1200 L/d of raw sewage in three 8-hour cycles. From the data gathered during the research, itwas realized that the SBR fostered an average removal of total nitrogen equal to 88% in the treatment of a domestic sewage with an average COD of 257 mg/L. The COD removal was 90%, the final effluent total alkalinity was 72 mgCaCO3/L, and the sludge volumetricindex was 86 mL/g. The results indicate that is possible to use SBR for the treatment of domestic sewage with low organic matter without compromising the final effluent quality, the nitrogen removal ability, and the stability of the system.
ABSTRACT
Nitrogen pollution in water body can not only cause eutrophication but also has direct hazardous effects on animals and human beings. The removal of ammonium is an important process in modern wastewater treatment systems. It is generally achieved by a traditional treatment system of combination of two processes,aerobic nitrification and anoxic denitrification,but these processes are very complex and the cost is higher. In recent years,some new principles have been proposed,such as aerobic denitrification,anaerobic ammonium oxidation,heterotrophic nitrification,which make simultaneous nitrification-denitrification possible. The domestic and foreign study progress in aerobic denitrification was reviewed in this paper.