Monitoring and control of UV and UV-TiO2 disinfections for municipal wastewater reclamation using artificial neural networks.

The use of ultraviolet (UV) irradiation as a physical wastewater disinfection has increased in recent years, especially for wastewater reuse. The UV-TiO(2) can generate OH radicals, which is highly effective to inactivate microorganisms in wastewater disinfection. However, both UV and UV-TiO(2) disinfections create multiple physical, chemical, and bio-chemical phenomena that affect their germicidal efficiency. It is difficult to build a precise control model using existing mathematic models. This study applies artificial neural network (ANN) models to control UV and UV-TiO(2) disinfections. Experimental results indicate that the ANN models, which precisely generate relationships among multiple monitored parameters, total coliform counts in influent and effluent, and UV doses, can be used as control models for UV and UV-TiO(2) disinfections. A novel ANN control strategy is applied to control UV and UV-TiO(2) disinfection processes to meet three total coliform count limits for three wastewater reuse purposes. The proposed controlled strategy effectively controls UV and UV-TiO(2) disinfection, resulting in acceptable total coliform counts in effluent for the three wastewater reuse purposes. The required UV doses for UV-TiO(2) disinfection were lower than those for UV disinfection, resulting in energy saving and capacity reduction of 13.2-15.7%.

[1]  S. Chellam,et al.  Disinfection by-product formation following chlorination of drinking water: artificial neural network models and changes in speciation with treatment. , 2010, The Science of the total environment.

[2]  J. Araña,et al.  The photocatalytic disinfection of urban waste waters. , 2000, Chemosphere.

[3]  Isaac W Wait,et al.  The influence of oxidation reduction potential and water treatment processes on quartz lamp sleeve fouling in ultraviolet disinfection reactors. , 2007, Water research.

[4]  D. Mantzavinos,et al.  Peracetic acid-enhanced photocatalytic and sonophotocatalytic inactivation of E.coli in aqueous suspensions , 2010 .

[5]  J. A. López-Ramírez,et al.  Pre-treatment optimisation studies for secondary effluent reclamation with reverse osmosis. , 2003, Water research.

[6]  Lothar Erdinger,et al.  Disinfection of surfaces by photocatalytic oxidation with titanium dioxide and UVA light. , 2003, Chemosphere.

[7]  Ho-Wen Chen,et al.  Dynamic control of disinfection for wastewater reuse applying ORP/pH monitoring and artificial neural networks , 2008 .

[8]  D. Lyn,et al.  Numerical Computational Fluid Dynamics-Based Models of Ultraviolet Disinfection Channels , 2005 .

[9]  Yoon-Seok Timothy Hong,et al.  Analysis of a municipal wastewater treatment plant using a neural network-based pattern analysis. , 2003, Water research.

[10]  Ho-Wen Chen,et al.  Dosage Control of the Fenton Process for Color Removal of Textile Wastewater Applying ORP Monitoring and Artificial Neural Networks , 2009 .

[11]  J. B. Nixon,et al.  Investigation into the relationship between chlorine decay and water distribution parameters using data driven methods , 2006, Math. Comput. Model..

[12]  R. Chan,et al.  Disinfection of Legionella pneumophila by photocatalytic oxidation. , 2007, Water research.

[13]  A. E. Greenberg,et al.  Standard methods for the examination of water and wastewater : supplement to the sixteenth edition , 1988 .

[14]  J. Krýsa,et al.  Inactivation of microorganisms in a flow-through photoreactor with an immobilized TiO2 layer , 1999 .

[15]  Wonyong Choi,et al.  Linear correlation between inactivation of E. coli and OH radical concentration in TiO2 photocatalytic disinfection. , 2004, Water research.

[16]  Andy Baker,et al.  New data mining and calibration approaches to the assessment of water treatment efficiency , 2012, Adv. Eng. Softw..

[17]  H. Selcuk Disinfection and formation of disinfection by-products in a photoelectrocatalytic system. , 2010, Water research.

[18]  David Saurí,et al.  Socio-technical transitions in water scarcity contexts: Public acceptance of greywater reuse technologies in the Metropolitan Area of Barcelona , 2010 .

[19]  Simulation and optimization of sludge hygienization research irradiator , 2011 .

[20]  M. R. Templeton,et al.  Removal of particle-associated bacteriophages by dual-media filtration at different filter cycle stages and impacts on subsequent UV disinfection. , 2007, Water research.

[21]  K. Linden,et al.  Inactivation of E. coli, B. subtilis spores, and MS2, T4, and T7 phage using UV/H2O2 advanced oxidation. , 2007, Journal of hazardous materials.

[22]  A. Hassen,et al.  UV disinfection of treated wastewater in a large-scale pilot plant and inactivation of selected bacteria in a laboratory UV device , 2000 .

[23]  W. Hijnen,et al.  Inactivation credit of UV radiation for viruses, bacteria and protozoan (oo)cysts in water: a review. , 2006, Water research.

[24]  J. R. Adewumia,et al.  Treated wastewater reuse in South Africa: Overview, potential and challenges , 2010 .

[25]  Ruey-Fang Yu,et al.  Feed-forward dose control of wastewater chlorination using on-line pH and ORP titration. , 2004, Chemosphere.

[26]  F. Ferrini,et al.  Municipal-treated wastewater reuse for plant nurseries irrigation. , 2004, Water research.

[27]  G. White The Handbook of Chlorination and Alternative Disinfectants , 1992 .

[28]  R. Fenner,et al.  A New Kinetic Model for Ultraviolet Disinfection of Greywater , 2005 .

[29]  M. Salgot,et al.  Comparison of different advanced disinfection systems for wastewater reclamation , 2002 .