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Analysis of performance of an anaerobic sequencing batch reactor submitted to increasing organic load with different influent concentrations and cycle lengths
Authors:Fabiana Xavier Chebel  Suzana Maria Ratusznei  José Alberto Domingues Rodrigues  Marcelo Zaiat  Eugênio Foresti
Affiliation:1. Escola de Engenharia Mauá, Instituto Mauá de Technologia, Pra?a Mauá 1, CEP 09.580-900, S?o Caetano do Sul, SP, Brazil
2. Departmmento de Hidráulica e Saneamento, Escola de Engenharia de S?o Carlos, Universidade de S?o Paulo, Av. Trabalhador S?o-Carlense 400, CEP 13.566-590, S?o Carlos, SP, Brazil
Abstract:The performance of an anaerobic sequencing batch reactor (ASBR) was assessed when submitted to increasing organic load with different influent concentrations and cycle lengths. The 5-L mechanically stirred (75 rpm) ASBR contained 2 L of granular biomass and treated 2 L of synthetic wastewater per cycle. Volumetric organic loads (VOLs) from 0.66 to 2.88 g of chemical oxygen demand (COD)/(L x d) were applied by using influent concentrations from 550 to 3,600 mg of COD/L in 8- and 12-h cycles. Reactor stability was maintained for VOLs from 0.66 to 2.36 g of COD/(L x d), with organic matter removal efficiencies for filtered samples (epsilonF) between 84 and 88%. For VOLs from 0.78 to 2.36 g of COD/(L x d) at an influent concentration of 2,000 mg of COD/L, when cycle length was reduced from 12 to 8 h, epsilonF did not vary, yet showed a very distinct behavior from the other conditions. In addition, two operation strategies were studied for VOLs with approximately similar values of 2.36 and 2.08 g of COD/(L x d). One involved operation with an influent concentration of 2,000 mg of COD/L and an 8-h cycle, whereas the other involved an influent concentration of 2,600 mg of COD/L and a 12-h cycle. Only the former resulted in system stability and efficiency. These results indicate that besides organic load, influent concentration and cycle length play a significant role in ASBR systems.
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