Wastewater Disinfection Using Peracetic Acid: Innovative Process Design, Optimization, and Control

[1]  C. Haas,et al.  Wastewater Disinfection by Peracetic Acid: Assessment of Models for Tracking Residual Measurements and Inactivation , 2007, Water environment research : a research publication of the Water Environment Federation.

[2]  D. Santoro,et al.  Kinetics of PAA Demand and its Implications on Disinfection of Wastewaters , 2006 .

[3]  H. Heinonen‐Tanski,et al.  Peracetic acid (PAA) disinfection of primary, secondary and tertiary treated municipal wastewaters. , 2005, Water research.

[4]  Mehmet Kitis,et al.  Disinfection of wastewater with peracetic acid: a review. , 2004, Environment international.

[5]  P. Payment,et al.  Disinfection efficiency of peracetic acid, UV and ozone after enhanced primary treatment of municipal wastewater. , 2003, Water research.

[6]  Karl G. Linden,et al.  Standardization of Methods for Fluence (UV Dose) Determination in Bench-Scale UV Experiments , 2003 .

[7]  Charles N. Haas,et al.  Integrated Disinfection Design Framework , 1998 .

[8]  R. Nerenberg,et al.  Peracetic Acid (PAA) for Disinfection of Combined Sewer Overflows (CSOs): Effect of Suspended Solids Size on Bacterial Inactivation , 2015 .

[9]  J. Bridgeman,et al.  The development and application of CFD models for water treatment flocculators , 2010, Adv. Eng. Softw..

[10]  Dennis A. Lyn,et al.  Numerical Modeling of Flow and Disinfection in UV Disinfection Channels , 1999 .

[11]  I. Tejero-Monzón,et al.  An evaluation of the efficiency and impact of raw wastewater disinfection with peracetic acid prior to ocean discharge , 1995 .