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Description: Failure IS An Option: Assessing Final Clarifier Performance by Quantifying...
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)
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Description: Failure IS An Option: Assessing Final Clarifier Performance by Quantifying...
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)

Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)

Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)

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Description: Failure IS An Option: Assessing Final Clarifier Performance by Quantifying...
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)
Abstract
WRRF modeling typically involves simulating an entire facility, but it can also be used to assess the performance of specific unit processes. For example, FC performance is often quantified through the application of a state point analysis (SPA). This analysis utilizes pre-determined (or assumed) settling parameters (e.g., theoretical maximum sludge settling velocity, v0) to predict whether a clarifier is operating successfully or is in a failure mode (i.e., state point failure or underflow failure) at a given concentration of mixed liquor suspended solids (MLSS), solids flux, overflow, and underflow (see Figure 1). Though useful for determining general operation performance, SPAs rely heavily on uncertain model parameters and inputs without acknowledging the potential impact that these assumptions can have on calculated outputs. Further, these evaluations are often carried out with limited sludge characteristic data outside of sludge volume index (SVI). Recommendations stemming from these analyses could result in oversized – or worse, undersized – FCs. Therefore, the objective of this work is to leverage statistically rigorous, high-throughput uncertainty quantification methods to provide a more thorough understanding of solids flux variability, ultimately enabling WRRF practitioners to manage risk by having a more holistic view of FC performance.
Leveraging a probabilistic approach for analyzing clarifier performance enables a WRRF to truly maximize the potential of their existing infrastructure, rather than spending significant capital to expand capacity. This maximized potential is realized in the form of intensified capacity of the activated sludge system. This work will provide a starting point for spirited discussion around an assessment of the impacts of densification on treatment capacity in existing facilities.
SpeakerShoener, Brian
Presentation time
17:00:00
17:20:00
Session time
16:00:00
17:30:00
SessionPractical Solutions to the Challenge of Poor Solids Separation in Activated Sludge Secondary Clarifiers
Session number315
TopicFacility Operations and Maintenance, Industrial Issues and Treatment Technologies, Municipal Wastewater Treatment Design
TopicFacility Operations and Maintenance, Industrial Issues and Treatment Technologies, Municipal Wastewater Treatment Design
Author(s)
Brian Shoener
Author(s)B.D. Shoener1; L.S. Downing2; E.D. Redmond3;
Author affiliation(s)Black & Veatch, Chicago, IL1Black & Veatch, Madison, WI2Black & Veatch, Des Moines, IA3
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2021
DOI10.2175/193864718825158073
Volume / Issue
Content sourceWEFTEC
Copyright2021
Word count26

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Description: Failure IS An Option: Assessing Final Clarifier Performance by Quantifying...
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)
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Description: Failure IS An Option: Assessing Final Clarifier Performance by Quantifying...
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)
Abstract
WRRF modeling typically involves simulating an entire facility, but it can also be used to assess the performance of specific unit processes. For example, FC performance is often quantified through the application of a state point analysis (SPA). This analysis utilizes pre-determined (or assumed) settling parameters (e.g., theoretical maximum sludge settling velocity, v0) to predict whether a clarifier is operating successfully or is in a failure mode (i.e., state point failure or underflow failure) at a given concentration of mixed liquor suspended solids (MLSS), solids flux, overflow, and underflow (see Figure 1). Though useful for determining general operation performance, SPAs rely heavily on uncertain model parameters and inputs without acknowledging the potential impact that these assumptions can have on calculated outputs. Further, these evaluations are often carried out with limited sludge characteristic data outside of sludge volume index (SVI). Recommendations stemming from these analyses could result in oversized – or worse, undersized – FCs. Therefore, the objective of this work is to leverage statistically rigorous, high-throughput uncertainty quantification methods to provide a more thorough understanding of solids flux variability, ultimately enabling WRRF practitioners to manage risk by having a more holistic view of FC performance.
Leveraging a probabilistic approach for analyzing clarifier performance enables a WRRF to truly maximize the potential of their existing infrastructure, rather than spending significant capital to expand capacity. This maximized potential is realized in the form of intensified capacity of the activated sludge system. This work will provide a starting point for spirited discussion around an assessment of the impacts of densification on treatment capacity in existing facilities.
SpeakerShoener, Brian
Presentation time
17:00:00
17:20:00
Session time
16:00:00
17:30:00
SessionPractical Solutions to the Challenge of Poor Solids Separation in Activated Sludge Secondary Clarifiers
Session number315
TopicFacility Operations and Maintenance, Industrial Issues and Treatment Technologies, Municipal Wastewater Treatment Design
TopicFacility Operations and Maintenance, Industrial Issues and Treatment Technologies, Municipal Wastewater Treatment Design
Author(s)
Brian Shoener
Author(s)B.D. Shoener1; L.S. Downing2; E.D. Redmond3;
Author affiliation(s)Black & Veatch, Chicago, IL1Black & Veatch, Madison, WI2Black & Veatch, Des Moines, IA3
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2021
DOI10.2175/193864718825158073
Volume / Issue
Content sourceWEFTEC
Copyright2021
Word count26

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Brian Shoener. Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS). Water Environment Federation, 2021. Web. 16 May. 2025. <https://www.accesswater.org?id=-10077859CITANCHOR>.
Brian Shoener. Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS). Water Environment Federation, 2021. Accessed May 16, 2025. https://www.accesswater.org/?id=-10077859CITANCHOR.
Brian Shoener
Failure IS An Option: Assessing Final Clarifier Performance by Quantifying Uncertainty Associated with State Point Analyses (SPA) through Monte Carlo with Latin Hypercube Sampling (MC-LHS)
Access Water
Water Environment Federation
October 19, 2021
May 16, 2025
https://www.accesswater.org/?id=-10077859CITANCHOR