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Pamela Chelme-Ayala and Mohamed Gamal El-Din PDF

36 Pages·2010·1.36 MB·English
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` Pamela Chelme‐Ayala and Mohamed Gamal El‐Din Department of Civil and Environmental Engineering University of Alberta, Edmonton, Canada April 23, 2010 Presentation Outline 1.   Process Fundamentals 2.   Application in Water Treatment 3.   Application in Wastewater Treatment 4.   Concluding Remarks WaterTech 2010 2 11..      PPrroocceessss  FFuunnddaammeennttaallss WaterTech 2010 3 1. Process Fundamentals Ozone‐Based Process Non‐Ozone‐Based Processes Ozonation Ultraviolet light (UV)/H O 2 2 Ozone (O )/hydrogen  3 Vacuum UV peroxide (H O ) 2 2 O /UV TiO /hν 3 2 O /H O /UV Photo‐Fenton (UV/H O ) 3 2 2 2 2 Anodic Fenton (iron  O / Titanium dioxide (TiO ) 3 2 electrode) WaterTech 2010 4 1. Process Fundamentals O ClO Cl MnO ‐ H O O ∙OH 2 2 2 4 2 2 3 E (V) 1.23 1.27 1.36 1.67 1.77 2.07 2.80 o Mechanisms +M M (Direct reaction, high selectivity) OX O 3 +I +M • OH M (Indirect reaction, AOP) OX WaterTech 2010 5 1. Process Fundamentals WaterTech 2010 6 1. Process Fundamentals WaterTech 2010 7 1. Process Fundamentals WaterTech 2010 8 1. Process Fundamentals Specific  Kinetic  Wastewater Pathway Treatment contaminant Regime Direct  Odor  AOP not  Swine Manure Fast regime Ozone  compounds recommended reaction Very slow  Indirect  AOP  Petrochemical Benzoic acid regime Reaction recommended Very slow  Indirect  AOP  Municipal Ammonia regime Reaction recommended Direct  AOP not  Textile Azoic dyes Fast regime Ozone  recommended reaction WaterTech 2010 9 22..      AApppplliiccaattiioonn  iinn    WWaatteerr  TTrreeaattmmeenntt WaterTech 2010 10

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Pamela Chelme-Ayala and Mohamed Gamal El-Din. Department of Civil and Environmental Engineering compounds. Fast regime. Direct. Ozone reaction. AOP not recommended. Petrochemical Benzoic acid. Very slow regime. Indirect. Reaction. AOP recommended. Municipal. Ammonia. Very slow.
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