“…But the organic loading rate (OLR) of the AnMBR at 2.1-8.6 kgCODÁm À3 Ád À1 is relatively low in food processing wastewater treatment by AnMBR, caused by unpredictable constituents of food processing wastewater and limited biomass concentration of AnMBR (Liao et al, 2006;Lin et al, 2012). The unpredictable constituents were related to various food products, seasonal changes of post harvesting and food processing, leading to unstable COD and pH of wastewater (Lin et al, 2012). With limited biomass, one of the critical challenges of treating high COD wastewater by AnMBR is how to maximize OLR, which would cause high effluent COD concentration and unstable operation by overload (Tay and Zhang, 2000), or less efficient performance by underload (Menardo et al, 2011).…”