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Advanced Oxidation Technologies for Wastewater Treatment: An Overview  169


              Similar trends have been reported by Saharan et al. (2011) for the degrada-
              tion of reactive red 120 while using the combined processes of HC and
              H 2 O 2 . They have reported the optimal molar ratio of dye to H 2 O 2 as
              1:60. Wang et al. (2011a) have also demonstrated the existence of the opti-
              mal loading of H 2 O 2 for the degradation of reactive brilliant red K-2BP
              using a combination of HC and H 2 O 2 . The observed results for the com-
              bined process of cavitation and H 2 O 2 illustrate that the scavenging of free
              radicals by H 2 O 2 becomes a dominant process at a high concentration of
              H 2 O 2 , thereby lowering the extent of degradation. Also, operating at such
              high ratios of H 2 O 2 may not be economically feasible and could pose safety
              hazards. Moreover, the retention of H 2 O 2 in the effluent stream needs to be
              tested because it also presents as a possible contaminant and cannot be dis-
              charged as such. Hence optimum loading of H 2 O 2 should be used for better
              efficiency in the combined process of cavitation and H 2 O 2 .


              3.5.2 Cavitation Coupled with Ozone

              Ozone (O 3 ) has an excellent potential for degrading organic pollutants due
              to its high oxidation potential (2.08 V). The degradation of organic pollut-
              ants through ozonation takes place via two routes: (1) At basic pH, ozone
              rapidly decomposes to yield hydroxyl and other radical species in solution
              which oxidize the pollutants and (2) under acidic conditions, ozone is stable
              and can react directly with organic substrates as an electrophile. Although
              ozone is a strong oxidant, there are certain limitations of using ozonation
              as an effective tool for the degradation of organic pollutants on an industrial
              scale. These limitations are (a) a high energy/intensity requirement to gen-
              erate O 3 , (b) pH sensitivity, and (c) selectivity for organic substrates; for
              example, O 3 preferentially reacts with alkenes and sites with high electronic
              density (Pang et al., 2011; Weavers et al., 1998). Therefore, many
              researchers have tried ozonation in combination with other process to over-
              come these drawbacks, including ozone combined with H 2 O 2 and ozone
              combined with ultraviolet irradiation and ultrasound (Ince and Tezcanlı ´,
              2001; Kang and Hoffmann, 1998; Song et al., 2007; Vecitis et al., 2010;
                                                           •
              Wu et al., 2008). These combined processes generate OH radicals that have
              higher oxidation potential than ozone and are nonselective toward organic
              substances. Cavitation can be used in combination with ozone for efficiency
              improvement because of its ability to create hot spots at ambient conditions.
              It has been reported that ozone can readily be decomposed under the cavi-
              tational conditions of high temperature and pressure generated as a result of
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