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Description: Optimal Micropollutants Removal, Minimal Bromate Formation, and Improved Effluent...
Optimal Micropollutants Removal, Minimal Bromate Formation, and Improved Effluent Quality for the Eindhoven WWTP by Integrating Biological and Ozonation Models
Abstract
Water reuse is clearly becoming a concrete need and the removal of micropollutants (MPs) must be completed while coping with minimal bromate (BrO3) production while coping with effluent limits. The Netherlands will soon implement a national regulation for MPs removal and BrO3 discharge. This generates a rising interest in the application of ozonation at the effluent of WWTPs as one of the most cost-effective solutions to remove MPs, with the main drawback of BrO3 formation. However, if properly operated, ozone can be used while minimizing the BrO3 formation. Mechanistic models provide in-depth understanding of the complex net of reactions occurring in an installation. Waterschap De Dommel made and still makes large use of the Eindhoven WWTP biological model for optimisation, operation, and planning. In this work the Eindhoven WWTP biological model was extended with the AMOZONE model to investigate improved control strategies that could save energy and resources while coping with the effluent legislation
In this work the Eindhoven WWTP biological model was extended with the AMOZONE model to investigate improved control strategies that could save energy and resources while coping with the effluent legislation.
SpeakerBellandi, Giacomo
Presentation time
16:00:00
16:30:00
Session time
15:30:00
17:00:00
SessionOzonation: Water Reuse on a New Level
Session locationRoom S402a - Level 4
TopicAdvanced Level, Disinfection and Public Health, Microconstituents and Contaminants of Emerging Concern (Non-PFAS), Potable Reuse, Water Reuse and Reclamation
TopicAdvanced Level, Disinfection and Public Health, Microconstituents and Contaminants of Emerging Concern (Non-PFAS), Potable Reuse, Water Reuse and Reclamation
Author(s)
Bellandi, Giacomo
Author(s)G. Bellandi 1; R. Muoio 1 ; S. Daneshgarq 1; E. Torfs 2; R. Schemen 3; S. Weijers 3; U. Rehman 3; W. Audenaert 3; P. Vlasschaert 4;
Author affiliation(s)AM-TEAM, Advanced Modelling for Process Optimisation, Belgium 1; AM-TEAM, Advanced Modelling for Process Optimisation, Belgium 1 ; BIOMATH, Gent University,Gent (Belgium)/ Centre for Advanced Process Technology for Urban Resource recovery (CAPTURE) 1; BIOMATH, Gent University, Gent (Belgium)/ Centre for Advanced Process Technology for Urban Resource recovery (CAPTURE)) 2; Waterschap De Dommel, Boxtel, The Netherlands 3; Waterschap De Dommel, Boxtel, The Netherlands 3; AM-TEAM, Advanced Modelling for Process Optimisation, Belgium. 3; AM-TEAM, Advanced Modelling for Process Optimisation, Belgium. 3; Waterschap De Dommel 4;
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2023
DOI10.2175/193864718825159044
Volume / Issue
Content sourceWEFTEC
Copyright2023
Word count21

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