Pseudo-steady State Evaluations on the Removal of N-propylbenze ne from Water by Aqueous Phase Advanced Oxidation Processes

P = power output, kW Q = water flow rate, gal/hr Ci = influent concentration of target compound, mg/L Cf = effluent concentration of target compound, mg/L Influent Water Quality • Concentration of C9H12 : 1mg/L • DOC: 1 mg/L • Alkalinity: Assumed pretreatment to 0 mg CaCO3/L • pH: [6.5, 7.5, 8.5] Second-order reaction rate constants kDOC (average) = 3.9 x 108 M-1 s-1 kkHHDDNN3−= 8.5 x 10 6 M-1 s-1 kkDDNN32− = 3.9 x 10 8 M-1 s-1 kR = kC9H12 = 7.5 x 10 9 M-1 s-1 [1]