Treatment of domestic sewage in a two-step anaerobic filter/anaerobic hybrid system at low temperature

Abstract

The treatment of domestic sewage at low temperature of 13°C was investigated in a two-step system consisting of an anaerobic filter (AF) +an anaerobic hybrid (AH) reactor operated at different hydraulic retention times (HRTs). The AF reactor was efficient in the removal of suspended COD, viz. 81%, 58% and 57% at an HRT of, respectively, 4, 2 and 3 h. For optimisation of the removal of suspended COD and dissolved COD, an HRT of 4+4 h is required for the AF+AH system. For additional optimisation of colloidal COD removal, the AH reactor needs an HRT of 8 h. The AF+AH system operated at an HRT of 4+8 h at 13°C provided a high removal efficiency for all COD fractions. The achieved total COD removal was as high as 71% which is similar to values found in tropical areas. Moreover, 60% of the removed COD was converted to methane.