“…An MBR can be considered as a conventional activated sludge system with efficient membrane filtration that holds small pore sizes of less than 0.1 mm (Santos and Judd, 2010). In the context of leachate management using the MBR technology, more efforts have targeted low-strength leachate (chemical oxygen demand [COD]: 1970[COD]: -2430[COD]: , 1391, and 1200-1600 mg L -1 ; Laitinen et al, 2006;Tsilogeorgis et al, 2008;Zhang et al, 2013) with fewer attempts at moderate to high strength leachate (COD: 4113-9257, 10,435-31,318, and 16,360 mg L -1 ;Xiu-Fen et al, 2011;Bai et al, 2011;Campagna et al, 2013). In general, considerably high biochemical oxygen demand (BOD) removals (90-99%) were attained with the MBR technology irrespective of experimental conditions and leachate maturity.…”