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Description: Book cover
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance
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Description: Book cover
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance

A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance

A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance

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Description: Book cover
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance
Abstract
Given the numerous tools available to evaluate secondary clarifiers, it is important to know which method provides the most reliable results. Here, a one-dimensional, graphical method (state point analysis [SPA]) is compared to a computational fluid dynamic model for secondary clarifiers (2Dc model) for evaluating secondary clarifier treatment capacity. The SPA method provides a simple approach but does not account for clarifier hydraulics or predict effluent suspended solids concentrations (ESS). The 2Dc model is more complex, but incorporates clarifier configuration and mixed liquor characteristics into dynamic analyses that predict ESS. Based on results obtained using both methods to evaluate clarifier capacity at five wastewater treatment plants, the 2Dc model was found to more accurately predict capacity than SPA when compared with field test results. This, coupled with the additional capabilities of the 2Dc model, makes it a more appropriate model to use when evaluating secondary clarifier capacities, preparing designs for new units or upgrading existing clarifiers.
Given the numerous tools available to evaluate secondary clarifiers, it is important to know which method provides the most reliable results. Here, a one-dimensional, graphical method (state point analysis [SPA]) is compared to a computational fluid dynamic model for secondary clarifiers (2Dc model) for evaluating secondary clarifier treatment capacity. The SPA method provides a simple approach...
Author(s)
Richard KellyJose JimenezAdam KleinRion Merlo
SourceProceedings of the Water Environment Federation
SubjectSession 46 - Clarifier Performance and SVI Control
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:14L.2954;1-
DOI10.2175/193864709793954817
Volume / Issue2009 / 14
Content sourceWEFTEC
First / last page(s)2954 - 2967
Copyright2009
Word count175
Subject keywordsSecondary clarifierdesigncapacitystate point analysis2Dccomputational fluid dynamicssedimentation

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Description: Book cover
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance
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Description: Book cover
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance
Abstract
Given the numerous tools available to evaluate secondary clarifiers, it is important to know which method provides the most reliable results. Here, a one-dimensional, graphical method (state point analysis [SPA]) is compared to a computational fluid dynamic model for secondary clarifiers (2Dc model) for evaluating secondary clarifier treatment capacity. The SPA method provides a simple approach but does not account for clarifier hydraulics or predict effluent suspended solids concentrations (ESS). The 2Dc model is more complex, but incorporates clarifier configuration and mixed liquor characteristics into dynamic analyses that predict ESS. Based on results obtained using both methods to evaluate clarifier capacity at five wastewater treatment plants, the 2Dc model was found to more accurately predict capacity than SPA when compared with field test results. This, coupled with the additional capabilities of the 2Dc model, makes it a more appropriate model to use when evaluating secondary clarifier capacities, preparing designs for new units or upgrading existing clarifiers.
Given the numerous tools available to evaluate secondary clarifiers, it is important to know which method provides the most reliable results. Here, a one-dimensional, graphical method (state point analysis [SPA]) is compared to a computational fluid dynamic model for secondary clarifiers (2Dc model) for evaluating secondary clarifier treatment capacity. The SPA method provides a simple approach...
Author(s)
Richard KellyJose JimenezAdam KleinRion Merlo
SourceProceedings of the Water Environment Federation
SubjectSession 46 - Clarifier Performance and SVI Control
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:14L.2954;1-
DOI10.2175/193864709793954817
Volume / Issue2009 / 14
Content sourceWEFTEC
First / last page(s)2954 - 2967
Copyright2009
Word count175
Subject keywordsSecondary clarifierdesigncapacitystate point analysis2Dccomputational fluid dynamicssedimentation

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Richard Kelly# Jose Jimenez# Adam Klein# Rion Merlo. A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 1 Apr. 2026. <https://www.accesswater.org?id=-296245CITANCHOR>.
Richard Kelly# Jose Jimenez# Adam Klein# Rion Merlo. A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed April 1, 2026. https://www.accesswater.org/?id=-296245CITANCHOR.
Richard Kelly# Jose Jimenez# Adam Klein# Rion Merlo
A Tale of Two Methods: Comparing State Point Analysis and Computational Fluid Dynamic Modeling for Evaluating Secondary Clarifier Performance
Access Water
Water Environment Federation
December 22, 2018
April 1, 2026
https://www.accesswater.org/?id=-296245CITANCHOR