Sewage Treatment in a Rotating Biological Contactor (RBC) System

The treatment of domestic wastewater at a temperature of 12–24°C was investigated in an RBC system. The RBC consists of a two stage system connected in series. The system was operated at different organic loading rates (OLR's) and hydraulic retntion times (HRT's) in order to optimize the RBC performance. The overall removal efficiencies for chemical oxygen demand (COD_total, COD_suspended and COD_colloidal) significantly decreased when decreasing the total HRT from 10 to 2.5 h and increasing the OLR from 11 to 47 g COD/m².d. However, the effluent quality of COD_soluble remained unaffected. Most of the COD was removed in the 1^st stage and nitrification took place in the 2^nd stage of the two stage system.The overall nitrification efficiency was 49% at total OLR of 11 gCOD/m².d. At total HRT's of 10, 5 and 2.5 h, the Escherchia coli (E. coli) concentration was reduced by a value of 1.6, 1.5 and 0.8 log₁₀ respectively. The sludge volume index (SVI) decreased as the OLR increased. However, the SVI of the excess sludge produced in the RBC under different OLR's was always <74 ml/gTS, which indicates vadjust a good settleability. The performance of the single versus two stage RBC operated at the same total OLR of 22 g COD/m².d and the same HRT of 5.0 h was examined. The results obtained showed that the COD concentration and the E. coli content in the final effluent of a two stage were lower than in the effluent of the single stage RBC. Moreover, the nitrification efficiency in the two stage system was higher comapred to one stage system.