Muoio, Roberta

Presented at WEFTEC 2023.

Titles from this speaker

Description: Designing a Full-scale Ozonation Plant for Maximum Micropollutants Removal and...

Designing a Full-scale Ozonation Plant for Maximum Micropollutants Removal and Minimal Bromate Formation, Using Computational Fluid Dynamics Simulation of Chemical Ozonation Kinetics as Optimization and Validation Tool

Abstract

This paper was presented at WEFTEC 2023 in Chicago, IL.

The water authority De Dommel (The Netherlands) is in the process of realizing a full-scale ozone installation (as a result of the AMOZONE virtual piloting presented in the previous event) at the WWTPs of Hapert for demonstration purposes on the removal of MPs. At this stage, the CFD-AMOZONE model is used to achieve optimal and efficient design of the full-scale demonstration facility.

SpeakerMuoio, Roberta

Presentation time

16:30:00

17:00:00

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

Author(s)

Muoio, Roberta

Author(s)R. Muoio 1; G. Bellandi 1 ; R. Schemen 2; P. van Horne 2; U. Rehman 1; W. Audenaert 1;

Author affiliation(s)AM-TEAM, Advanced Modelling for Process Optimisation 1; Waterschap De Dommel 2;

SourceProceedings of the Water Environment Federation

Document typeConference Paper

PublisherWater Environment Federation

Print publication date Oct 2023

DOI10.2175/193864718825159045

Volume / Issue

Content sourceWEFTEC

Word count28

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

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

Word count21