Degradation Intermediate DEGRADATION STUDIES ON WASTEWATER CONTAINING METHYL-DIETHANOLAMINE BY USING UV/H2O2 ADVANCED OXIDATION PROCESS

48 Using RSM, the dependency of effect on treatment can be directly represented as a response curve or as response surface, and this curve or surface can be used to make decision not only about treatment structure but also about the relationship between treatment and response. Knowledge of this relationship is important to find the treatment combination which gives the optimal highest or lowest response. The exact relationship is never known but the approximation can be determined [101]. RSM has been widely used for the optimization of AOP’s for the degradation of various contaminants. The reported literature on the application of RSM for the optimization of AOP experiments for the treatment of several pollutants are summarized in Table 2.9.

2.5 Degradation Intermediate

Advanced oxidation process for the degradation of organic contaminants is ideally designed to completely mineralize the organic contaminant of concern to inorganic products such as carbon dioxide CO 2 and water H 2 O, involving a highly reactive species i.e. hydroxyl radical. Since the reactivity of hydroxyl radical is very high, the reaction between hydroxyl radical toward an organic contaminant occurs rapidly. Nevertheless, this reaction by itself does not directly results in mineralization but produces organic oxidation by-products, which can further reacts with hydroxyl radical. Accumulation of by-product during advanced oxidation process might occur when the reaction rate of hydroxyl radical toward the by-product is slow. Thus, this step can limit the rate of the complete mineralization of organic contaminant. Some simple organic compounds such as acetic, maleic, and oxalic acid, as well as acetone, chloroform, and tetrachloroethane can not be readily oxidized using hydroxyl radical [30]. However, they degrade slowly. The process may be enhanced considerably by selecting conducive process conditions. 49 Table 2. 9 Application of response surface methodology RSM in the advanced oxidation processes AOP’s area. Contaminant References AOP type Experimental Factors Response Experimental design Tool Olive oil processing wastewater OMW Ahmadi et al., 2005 [102] Fenton peroxidation H 2 O 2 and Fe 2+ ratio, pH and OMW concentration Total phenolics, color removal and aromatic removal Central Composite design 2 3 ful factorial Design Expert version 5 Chemical laboratory wastewater Benatti et al., 2006 [103] Fenton oxidation [COD] and [H 2 O 2 ] ratio, [H 2 O 2 ] and [Fe 2+ ] ratio and pH COD removal 2 3 factorial with 6 center runs Werkema and Aguiar 1996 online Basic Red 2 BR2 dye Körbahti and Rauf, 2008 [74] UVH 2 O 2 BR2 concentration, H 2 O 2 concentration and pH BR2 degradation and decolorization D-optimal design, with 3 replicates Design Expert 6.0 Terasil Red R dye Lim et al., 2009 [108] Fenton-like H 2 O 2 pyridineCuII system Screening process : pH, H 2 O 2 concentration, Pyridine concentration and Cu II concentration Optimization process : concentration of H 2 O 2 , pyridine and CuII COD reduction COD reduction 2 4 full factorial in triplicate, 3 blocks and 2 center point each 2 3 full factorial plus 4 center points, 3 replicates Minitab 14 PA, USA Minitab 14 PA, USA Azo dye C.I. Basic Red 46 BR46 Khataee et al., 2010 [109] Oxalate photoelectron- Fenton process using carbon nanotube-PTFE cathode initial concentration of dye, Fe 3+ , oxalate and electrolysis time Decolorization efficiency Central Composite Design CCD with total 31 experiments and 7 replication at the center point Minitab 15 software 49 50 Leachate Li et al., 2010 [105] Fenton treatment HRT hydraulic retention time, Nitrogen concentration, CN ratio COD and total nitrogen TN reduction i 8 runs of 3 level factorial design, ii 6 runs at the so called star points and iii 1 center point with 5 replicate each Design Expert version 7.1.3, Stat- Ease Amoxicillin Homem et al., 2010 [35] Fenton oxidation Concentration of H 2 O 2 , concentration of Fe 2+ and temperature CCo ratio C= concentration of amoxicillin at t and Co= concentration of amoxicillin at t=0 Central Composite Design CCD with total 16 experiments: 8 factorial design, 6 expansions and 2 center points JMP 5.01 software Acid Red 27 AR 27 dye mix with Methyl Red MR dye Naseri and Ayadi- Anzabi, 2011 [106] Fenton treatment Concentration of MT, AR 27, H 2 O 2 and Fe 2+ Decolorization efficiency 24 factorial points, 8 axial points star points and 5 replications at center point MINITAB® Minitab Inc. Realease 14.0 Phenol Hasan et al., 2011 [104] Fenton’s peroxidation Phenol concentration, H 2 O 2 and Phenol ratio, H 2 O 2 and Fe 2+ ratio, reaction time TOC Removal Central Composite Design CCD with 2 level factorial plus additional experimental star point at 3 repetitions OVAT Oxitetracycline-HCl OTC Rahmah et al., 2012 [107] UVH 2 O 2 Ratio [OTC] to [H 2 O 2 ], pH, and Temperature TOC removal Box-Behnken Statgraphics Centurion 15.2.11.0. 50 51 Oxidation of an organic compound containing nitrogen by hydroxyl radical may proceed through the abstraction of hydrogen atoms and electrophilic addition leading to the formation of carboxylic acids which is further degraded to smaller fragments and eventually to CO 2 , NH 4 + , NO 2 - , NO 3 - , N 2 , and H 2 O when enough hydroxyl radicals are generated in the reaction medium [89]. Organic acid and inorganic compound containing nitrogen such as nitrite NO 2 - , nitrate NO 3 - and ammonia NH 3 ammonium NH 4 + were found during the degradation of organic contaminant containing nitrogen using advanced oxidation processes [43, 63, 73, 80, 87 − 88, 110 – 112]. Glycine and ammonium was identified during the degradation of monoethanolamine and diethanolamine by using Fenton’s reagent [43]. Alberici et al. reported that ethylacetamide, acetaldehyde, pyrazine, acetic acid, carbon dioxide, ammonium NH 4 + and nitrate NO 3 - were found as the by-products during the degradation of diethylamine using TiO 2 UV-VIS [88]. Identified by-products obtained from the mineralization process for different organic compounds containing nitrogen using AOP’s are listed in Table 2.10.

2.6 Biodegradability of Pollutants