Abstract
The performance of continuous flow intermittent decant type sequencing batch (CFID) reactor treating the effluent of an UASB reactor treating domestic wastewater and operated at 8h hydraulic retention time (HRT) was investigated. The CFID was operated at three different HRTs (22, 8 and 6h) and three different dissolved oxygen (DO) patterns (<0.5, 2.5-3.5 and 3.5-4.5mg/L). The highest effluent quality was observed at the 8h HRT and 2.5-3.5mg/L DO concentration. At this operational condition, the average BOD, TSS, ammonia nitrogen and fecal coliform removal efficiencies were 83, 90, 74 and 99%, respectively. The CFID is a promising post-treatment option for existing UASB systems, with a final effluent quality that comply with receiving water and effluent reuse criteria.
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