“…A variety of different methods are currently applied for the posttreatment of anaerobic effluent (UASB effluent), such as coagulationflocculation (CF), activated sludge process (ASP), polishing ponds (PP), rotating biological contractors (RBC), bio-towers (BT), sequencing batch reactors (SBR), constructed wetlands (CW), down-flow hanging sponge reactors (DHS), trickling filters (TF), and so forth. [1][2][3] However, the drawbacks of these technologies are high operation and maintenance costs (CF, ASP, SBR), high construction costs (ASP, SBR, DHS), low organics and solid removals (CW, RBC, BT, TF), and low nutrients removal (CF, PP, RBC, BT, CW, DHS, TF) efficiency. 1,4,5 Many of these technologies are not implemented on the full scale, because a large area is required for their implementation in the field.…”