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Description: Improvement of effluent quality and cost saving at a 750,000pe WRRF using an...
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model
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Description: Improvement of effluent quality and cost saving at a 750,000pe WRRF using an...
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model

Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model

Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model

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Description: Improvement of effluent quality and cost saving at a 750,000pe WRRF using an...
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model
Abstract
Besides trial-and-error approaches, conventional flowsheet modelling (such as tanks-in-series (TIS)) is widely used to optimize the performance of Water Resource Recovery Facilities (WRRFs). However, this modelling approach lacks the ability to consider design parameters such as propellers and aerator configurations. Trial-and-error based optimisation of such parameters is in many cases highly risky or even impossible. By appropriate use of computational fluid dynamics (CFD), one can accurately and efficiently evaluate different design changes prior to actual implementation, while severely extending system understanding. The current study shows the practical application of CFD for full-scale bioreactor optimization in terms of performance (lower effluent nitrate) and cost. The CFD model was unprecedentedly validated using a construction crane for dissolved oxygen profiling. Also flow velocities were measured. Different new propeller settings and aerator configurations were tested. Unwanted oxygen near the inlet of the anoxic zone could be reduced up to 20%. One of the promising scenarios was implemented in practice and the impact on effluent quality is currently being evaluated. The operational change will have a potential operational cost saving of minimum 500,000 EUR/y.
Besides trial-and-error approaches, conventional flowsheet modelling (such as tanks-in-series (TIS)) is widely used to optimize the performance of Water Resource Recovery Facilities (WRRFs). However, this modelling approach lacks the ability to consider design parameters such as propellers and aerator configurations. Trial-and-error based optimisation of such parameters is in many cases highly...
Author(s)
U RehmanW AudenaertG BellandiT FlamelingS WeijersI Nopens
SourceProceedings of the Water Environment Federation
Subject521 Clarifier Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2018
ISSN1938-6478
SICI1938-6478(20180101)2018:8L.4739;1-
DOI10.2175/193864718825139519
Volume / Issue2018 / 8
Content sourceWEFTEC
First / last page(s)4739 - 4744
Copyright2018
Word count196
Subject keywordsBioreactor optimisationCFD modellingWRRF modelling

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Description: Improvement of effluent quality and cost saving at a 750,000pe WRRF using an...
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model
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Description: Improvement of effluent quality and cost saving at a 750,000pe WRRF using an...
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model
Abstract
Besides trial-and-error approaches, conventional flowsheet modelling (such as tanks-in-series (TIS)) is widely used to optimize the performance of Water Resource Recovery Facilities (WRRFs). However, this modelling approach lacks the ability to consider design parameters such as propellers and aerator configurations. Trial-and-error based optimisation of such parameters is in many cases highly risky or even impossible. By appropriate use of computational fluid dynamics (CFD), one can accurately and efficiently evaluate different design changes prior to actual implementation, while severely extending system understanding. The current study shows the practical application of CFD for full-scale bioreactor optimization in terms of performance (lower effluent nitrate) and cost. The CFD model was unprecedentedly validated using a construction crane for dissolved oxygen profiling. Also flow velocities were measured. Different new propeller settings and aerator configurations were tested. Unwanted oxygen near the inlet of the anoxic zone could be reduced up to 20%. One of the promising scenarios was implemented in practice and the impact on effluent quality is currently being evaluated. The operational change will have a potential operational cost saving of minimum 500,000 EUR/y.
Besides trial-and-error approaches, conventional flowsheet modelling (such as tanks-in-series (TIS)) is widely used to optimize the performance of Water Resource Recovery Facilities (WRRFs). However, this modelling approach lacks the ability to consider design parameters such as propellers and aerator configurations. Trial-and-error based optimisation of such parameters is in many cases highly...
Author(s)
U RehmanW AudenaertG BellandiT FlamelingS WeijersI Nopens
SourceProceedings of the Water Environment Federation
Subject521 Clarifier Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2018
ISSN1938-6478
SICI1938-6478(20180101)2018:8L.4739;1-
DOI10.2175/193864718825139519
Volume / Issue2018 / 8
Content sourceWEFTEC
First / last page(s)4739 - 4744
Copyright2018
Word count196
Subject keywordsBioreactor optimisationCFD modellingWRRF modelling

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U Rehman# W Audenaert# G Bellandi# T Flameling# S Weijers# I Nopens. Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2019. Web. 6 Nov. 2025. <https://www.accesswater.org?id=-300092CITANCHOR>.
U Rehman# W Audenaert# G Bellandi# T Flameling# S Weijers# I Nopens. Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2019. Accessed November 6, 2025. https://www.accesswater.org/?id=-300092CITANCHOR.
U Rehman# W Audenaert# G Bellandi# T Flameling# S Weijers# I Nopens
Improvement of effluent quality and cost saving at a 750,000pe WRRF using an extensively validated CFD model
Access Water
Water Environment Federation
January 18, 2019
November 6, 2025
https://www.accesswater.org/?id=-300092CITANCHOR