Carlos Augusto de Lemos Chernicharo

Urban wastewater treatment technologies and the implementation of discharge standards in developing countries

The paper analyses the practical implementation of standards for treated urban wastewater and receiving water bodies with a special focus on the following points of concern for developing countries: (a) typical problems with setting up and implementing standards in developing countries; (b) the need for a stepwise implementation of the measures necessary to achieve the standards; (c) the need for institutional development; and (d) the availability of wastewater treatment technologies. The treatment technologies are presented in a simple and practical way (tabular form), showing their expected effluent quality in terms of important parameters such as BOD, COD, suspended solids, ammonia, total nitrogen, total phosphorus, faecal coliforms and helminth eggs.

Effect of phenol on the nitrogen removal performance and microbial community structure and composition of an anammox reactor.

The effects of phenol on the nitrogen removal performance of a sequencing batch reactor (SBR) with anammox activity and on the microbial community within the reactor were evaluated. A phenol concentration of 300 mg L(-1) reduced the ammonium-nitrogen removal efficiency of the SBR from 96.5% to 47%. The addition of phenol changed the microbial community structure and composition considerably, as shown by denaturing gradient gel electrophoresis and 454 pyrosequencing of 16S rRNA genes. Some phyla, such as Proteobacteria, Verrucomicrobia, and Firmicutes, increased in abundance, whereas others, such as Acidobacteria, Chloroflexi, Planctomycetes, GN04, WS3, and NKB19, decreased. The diversity of the anammox bacteria was also affected by phenol: sequences related to Candidatus Brocadia fulgida were no longer detected, whereas sequences related to Ca. Brocadia sp. 40 and Ca. Jettenia asiatica persisted. These results indicate that phenol adversely affects anammox metabolism and changes the bacterial community within the anammox reactor.

Anaerobic sewage treatment: state of the art, constraints and challenges

Abstract The interest in high-rate anaerobic (pre-)treatment of sewage using UASB reactors is steadily growing since its introduction in the mid-1980s. Today there are hundreds of full-scale plants in operation in various parts of the tropical world, notably in Latin America and India. The main advantage of UASB technology is the very low or even zero energy demand, leading to an up to tenfold drop in operational costs compared to activated sludge. This paper presents a literature review focussing on current design criteria and post-treatment options, alongside discussing the centralized and decentralized approach. The current limitations and constraints regarding temperature, nutrients, pathogen removal, odour nuisance, operational constrictions and methane emissions are also presented and discussed. Further, recent challenges in relation to energy recovery from biogas, sludge and scum are discussed, alongside with advances related to recovery of dissolved methane and sludge management. Finally, the paper provides some outlooks for upcoming developments.

Metodologias para determinação da atividade metanogênica específica (AME) em lodos anaeróbios

This paper presents a review on the different methodologies to determine the specific methanogenic activity (SMA) of anaerobic sludges. The protocols available in the literature differ not only regarding the procedures adopted to incubate the sludge, but also in relation to the method utilized to quantify the methane produced during the test. This paper discusses the principles of manometric and volumetric methods, and briefly describes the protocols mostly used by the Brazilian research community for sludge incubation, methane measurement and calculation of SMA.

Impact of inocula and operating conditions on the microbial community structure of two anammox reactors

The microbial community structure of the biomass selected in two distinctly inoculated anaerobic oxidation of ammonium (anammox) reactors was investigated and compared with the help of data obtained from 454-pyrosequencing analyses. The anammox reactors were operated for 550 days and seeded with different sludges: sediment from a constructed wetland (reactor I) and biomass from an aerated lagoon part of the oil-refinery wastewater treatment plant (reactor II). The anammox diversity in the inocula was evaluated by 16S rRNA gene-cloning analysis. The diversity of anammox bacteria was greater in the sludge from the oil-refinery (three of the five known genera of anammox were detected) than in the wetland sludge, in which only Candidatus Brocadia was observed. Pyrosequencing analysis demonstrated that the community enriched in both reactors had differing compositions despite the nearly similar operational conditions applied. The dominant phyla detected in both reactors were Proteobacteria, Chloroflexi, Planctomycetes, and Acidobacteria. The phylum Bacteroidetes, which is frequently observed in anammox reactors, was not detected. However, Acidobacteria and GN04 phyla were observed for the first time, suggesting their importance for this process. Our results suggest that, under similar operational conditions, anammox populations (Ca. Brocadia sinica and Ca. Brocadia sp. 40) were selected in both reactors despite the differences between the two initial inocula. Taken together, these results indicated that the type of inoculum and the culture conditions are key determinants of the general microbial composition of the biomass produced in the reactors. Operational conditions alone might play an important role in anammox selection.

Acúmulo de ácidos graxos voláteis (AGVs) em reatores anaeróbios sob estresse: causas e estratégias de controle

Este artigo apresenta uma visao integrada das principais causas de acumulo de acidos graxos volateis (AGVs) em reatores anaerobios. O acumulo de acetato observado durante as condicoes de choque de carga e/ou estresse ocorre provavelmente devido as limitacoes cineticas dos microrganismos metanogenicos, que e acentuada com a reducao do pH. O acumulo de acetato e hidrogenio na fase liquida pode, por sua vez, desencadear limitacoes termodinâmicas e consequente acumulo de propionato e butirato. A manutencao de condicoes ideais de crescimento dos microrganismos metanogenicos e uma estrategia de controle para reduzir o acumulo de acetato, embora nao seja efetiva em reduzir a concentracao de hidrogenio dissolvida ao ponto em que nao haja limitacao sintrofica. As estrategias para mitigacao das limitacoes termodinâmicas poderiam envolver a regulacao da concentracao de acetato atraves do uso de resinas ou membranas, e a separacao espacial de microrganismos atraves da granulacao ou tratamento em duas fases.This paper presents an integrated approach of the main reasons for the accumulation of volatile fatty acids (VFAs) in anaerobic reactors. The build up of acetate during shock loads and/or stress conditions is likely to occur due to kinetic limitations of methanogenic microrganisms, which is enhanced by pH reduction. Acumulation of acetate and hydrogen in the liquid phase will set the stage for the accumulation of other VFAs, such as propionate and butyrate, due to thermodynamic inhibition. By mantaining the ideal growth conditions for the methanogens it may be possible to reduce the acetate build up, although it may not be effective in reducing the concentration of dissolved hydrogen so that thermodynamic inhibition is avoided. The strategies to mitigate themodynamic inhibition could involve regulation of acetate by means of membrane or resins, and spacial separation of microrganisms by granulation or staging.

Behaviour of pharmaceuticals and endocrine disrupting chemicals in simplified sewage treatment systems.

This work assessed the behaviour of nine pharmaceuticals and/or endocrine disrupting chemicals (EDCs) in demo-scale upflow anaerobic sludge blanket reactors (UASB reactors) coupled to distinct simplified post-treatment units (submerged bed, polishing ponds, and trickling filters) fed on raw sewage taken from a municipality in Brazil. The dissolved concentration of the studied micropollutants in the raw and treated sewage was obtained using solid phase extraction (SPE) followed by analysis in a liquid chromatography system coupled to a hybrid high resolution mass spectrometer consisting of an ion-trap and time of flight (LC-MS-IT-TOF). The UASB reactors demonstrated that they were not appropriate for efficiently removing the assessed compounds from the sewage. Furthermore, this study demonstrated that the hydraulic retention time (HRT) was an important parameter for the removal of the hydrophilic and less biodegradable compounds, such as trimethoprim and sulfamethoxazole. The post-treatment units substantially increased the removal of most target micropollutants present in the anaerobic effluents, with a greater removal of micropollutants in simplified systems that require a large construction area, such as the submerged bed and polishing ponds, probably because of the higher HRT employed. Alternatively, compact post-treatment systems, such as trickling filters, tended to be less effective at removing most of the micropollutants studied, and the type of packing proved to be crucial for determining the fate of such compounds using trickling filters.

Anammox for nitrogen removal from anaerobically pre-treated municipal wastewater: Effect of COD/N ratios on process performance and bacterial community structure.

Long-term effects of COD/N ratios on the nitrogen removal performance and bacterial community of an anammox reactor were evaluated by adding a synthetic medium (with glucose) and real anaerobic effluent to a SBR. At a COD/N ratio of 2.8 (COD, 390mg·L(-1)) ammonium removal efficiency was 66%, while nitrite removal remained high (99%). However, at a COD/N ratio of 5.0 (COD, 300mg·L(-1)), ammonium and nitrite removal efficiencies were high (84% and 99%, respectively). High COD, nitrite, and ammonium removal efficiencies (80%, 90% and 95%, respectively) were obtained on adding anaerobically pre-treated municipal wastewater (with nitrite) to the reactor. DGGE revealed that the addition of anaerobic effluent changed the bacterial community structure and selected for DNA sequences related to Brocadia sinica and Chloroflexi. Adding glucose and anaerobic effluent increased denitrifiers concentration threefold. Thus, the possibility of using the anammox process to remove nitrogen from anaerobically pre-treated municipal wastewater was demonstrated.

Disinfection of domestic effluents by gamma radiation: Effects on the inactivation of Ascaris lumbricoides eggs

This work investigated the inactivation of Ascaris lumbricoides eggs in domestic effluents by gamma radiation from a (60)Co source. Domestic wastewater was treated in a compact demo-scale system consisting of a UASB reactor and a trickling filter; treatment was carried out at the Center for Research and Training on Sanitation (CePTS), Federal University of Minas Gerais, in Belo Horizonte-MG, Brazil. One-liter of treated wastewater samples was artificially contaminated with an average of 1000 non-embryonated Ascaris lumbricoides eggs from human feces; samples were then irradiated in a multiple-purpose irradiator at different doses (0.5-5 kGy). Eggs were recovered from the wastewater and the viability of these irradiated eggs was evaluated; the description of the egg developmental phases with each dose of gamma radiation was recorded. Radiation doses of 3.5 kGy effectively disinfected effluents with lower concentrations of A. lumbricoides eggs; higher radiation doses of 5 kGy were necessary to disinfect effluents with higher eggs concentrations.

Performance of plastic- and sponge-based trickling filters treating effluents from an UASB reactor

The paper compares the performance of two trickling filters (TFs) filled with plastic- or sponge-based packing media treating the effluent from an upflow anaerobic sludge blanket (UASB) reactor. The UASB reactor was operated with an organic loading rate (OLR) of 1.2 kgCOD m(-3) d(-1), and the OLR applied to the TFs was 0.30-0.65 kgCOD m(-3) d(-1) (COD: chemical oxygen demand). The sponge-based packing medium (Rotosponge) gave substantially better performance for ammonia, total-N, and organic matter removal. The superior TF-Rotosponge performance for NH(4)(+)-N removal (80-95%) can be attributed to its longer biomass and hydraulic retention times (SRT and HRT), as well as enhancements in oxygen mass transfer by dispersion and advection inside the sponges. Nitrogen removals were significant (15 mgN L(-1)) in TF-Rotosponge when the OLRs were close to 0.75 kgCOD m(-3) d(-1), due to denitrification that was related to solids hydrolysis in the sponge interstices. For biochemical oxygen demand removal, higher HRT and SRT were especially important because the UASB removed most of the readily biodegradable organic matter. The new configuration of the sponge-based packing medium called Rotosponge can enhance the feasibility of scaling-up the UASB/TF treatment, including when retrofitting is necessary.