Abstract
A down-flow hanging sponge (DHS) reactor is a novel, unaerated, aerobic, biofilm reactor that is used to polish effluent received from an up-flow anaerobic sludge blanket (UASB) reactor for treating municipal sewage. A full-scale DHS reactor was constructed for post-treatment of a full-scale UASB reactor at a municipal sewage treatment plant in India. Performance of the DHS reactor was evaluated with respect to organic removal over 1800days of continuous operation. The UASB+DHS system consistently produced effluent with chemical oxygen demand (COD), biochemical oxygen demand (BOD), and suspended solids (SS) values of 37, 6.0 and 19mgL−1, on average, respectively. The sludge yield of the DHS reactor was estimated to be 0.04kgSSkg−1 COD removed or 0.12kgSSkg−1 BOD removed, which is considerably lower than other aerobic treatment methods that have been employed for polishing UASB effluent.
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