Fig. 5: Removal of wastewater contaminants by e-ESFDMBR.

Time-course monitoring of: a phosphate phosphorous (PO43−-P), b chemical oxygen demand (COD), c dissolved organic carbon (DOC), d UV absorbance at wavelength of 254 nm (A254), e total nitrogen (TN), f ammonia nitrogen (NH3-N), g nitrate nitrogen (NO3−-N). NO3−-N concentrations from influent to effluent in ESFDMBR and e-ESFDMBR (h). Overall reduction efficiencies of wastewater pollutants by ESFDMBR and e-ESFDMBR (i).