“…The OZ and OZ/UV belong to advanced oxidation processes (AOPs), which have been widely applied in water and wastewater treatment (Alborzfar et al, 2000;Beltran and Alvarez, 1996;Bila et al, 2005;Chang et al, 2009;Chen and Masten, 2005;Chen et al, 2006;Hautaniemi et al, 1998;Hong et al, 2008;Huang et al, 2007;Langlais and Reckhow, 1991;Oh et al, 2006;Peyton and Glaze, 1988). The study of Shang et al (2007) conducted the experiments with the following conditions: initial concentration of MMA (C MMA0 or C 0 ) = 505.3 mg/L, flow rate of feed gas (Q G ) = 1.78 L/min, concentration of ozone in feed gas (C O 3 ) = 10 mg/L, intensity of UV irradiation (I UV ) = 35.96 W/m 2 . For the three AOPs examined, the OZ/UV process offers the highest removal of MMA and COD.…”