Biopolymers recovery: dynamics and characterization of alginate-like exopolymers in an aerobic granular sludge system treating municipal wastewater without sludge inoculum.

Alginate-like exopolymers (ALE) are present in the extracellular polymeric substances (EPS) of biological sludge such as aerobic granular sludge (AGS). The recovery of ALE from excess sludge produced by wastewater treatment plants (WWTP) is a relevant approach for the recovery of valuable products of industrial interest. However, little is known about dynamics of ALE content in sludge and associated factors. Thus, this study aimed at assessing the dynamics of EPS and ALE in terms of content, some chemical properties and influencing environmental factors along granulation in a sequencing batch reactor treating municipal wastewater. Results indicated that the EPS content was not correlated with the development of AGS, while the ALE content was higher, more stable and steadily increased after granulation achievement. Overall, 236 ± 27 mg VSALE/g VSsludge was recovered from AGS and 187 ± 94 mg VSALE/g VSsludge from flocs. However, the lower ALE content in flocs may be compensated by the higher sludge production rate in activated sludge systems. Principal component analysis (PCA) revealed that ALE content positively correlates with the nutrient and organic substrate conversion, and with the fraction of large AGS. Microbial analyses indicated that a stable microbial community composition was associated with a higher and more stable ALE content. ALE recovered from both flocs and AGS was endowed with hydrogel property, and no clear difference in their elemental composition and functional groups was observed. Therefore, our study provides insights about quantitative and qualitative aspects of ALE which are helpful for the improvement of waste biological sludge valorization.

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.

Feasibility of thermophilic anaerobic processes for treating waste activated sludge under low HRT and intermittent mixing.

Thermophilic anaerobic digestion (AD) arises as an optimized solution for the waste activated sludge (WAS) management. However, there are few feasibility studies using low solids content typically found in the WAS, and that consider uncommon operational conditions such as intermittent mixing and low hydraulic retention time (HRT). In this investigation, a single-stage pilot reactor was used to treat WAS at low HRT (13, 9, 6 and 5 days) and intermittent mixing (withholding mixing 2 h prior feeding). Thermophilic anaerobic digestion (55 °C) was initiated from a mesophilic digester (35 °C) by the one-step startup strategy. Although instabilities on partial alkalinity (1245-3000 mgCaCO3/L), volatile fatty acids (1774-6421 mg/L acetic acid) and biogas production (0.21-0.09 m3/m3reactor.d) were observed, methanogenesis started to recover in 18 days. The thermophilic treatment of WAS at 13 and 9 days HRT efficiently converted VS into biogas (22 and 21%, respectively) and achieved high biogas yield (0.24 and 0.22 m3/kgVSfed, respectively). Intermittent mixing improved the retention of methanogens inside the reactor and reduced the washout effect even at low HRT (<9 days). The negative thermal balance found was influenced by the low solids content in the WAS (2.1% TS) and by the heat losses from the digester walls. The energy balance and economic analyses demonstrated the feasibility of thermophilic AD of WAS in a hypothetical full-scale system, when the heat energy could be recovered from methane in a scenario of higher solids concentration in the substrate (>5% TS).