“…M loss-AT = M se,effluent − M effluent (5) where C dissolved (ng/L), C adsorbed (ng/g, dw), and C sludge (ng/g, dw) are the concentrations of OPFRs in the aqueous phase, SPM, and residual sludge, respectively; Q (m 3 /d) is the daily water follow of the plant; P s (kg/d, dw) is the average daily sludge output of the plant; M influent , M se,effluent , M effluent, and M sludge (g/d) represented the mass loads of OPFRs in influent, secondary treatment effluent, tertiary treatment effluent, and residual sludge, respectively; among them, the influent, secondary treatment effluent, and tertiary treatment effluent load contain both OPFRs dissolved in water and adsorbed on suspended particles; M loss (g/d) is the mass load loss of OPFRs during the wastewater treatment process, which can be considered as the loss caused by biodegradation and/or adsorption, including the M loss-TT (the loss occurred in the traditional treatment process) and the loss M loss-AT (the loss occurred in the advanced treatment process stage). The total removal efficiency of OPFRs (R M ) could be calculated as follows:…”