Access Water | State Point in Action: Evaluating Assumptions and Making Operational...
lastID = -10128338
Skip to main content Skip to top navigation Skip to site search
Top of page
  • My citations options
    Web Back (from Web)
    Chicago Back (from Chicago)
    MLA Back (from MLA)
Close action menu

You need to login to use this feature.

Please wait a moment…
Please wait while we update your results...
Please wait a moment...
Loading icon
Description: Access Water
Context Menu
Description: State Point in Action: Evaluating Assumptions and Making Operational Decisions
State Point in Action: Evaluating Assumptions and Making Operational Decisions
  • Browse
  • Compilations
    • Compilations list
  • Subscriptions
Tools

Related contents

Loading related content

Workflow

No linked records yet

X
  • Current: 2026-09-25 14:57:22 Chris Lewis Continuous release
  • 2026-09-11 10:58:27 Adam Phillips
Description: Access Water
  • Browse
  • Compilations
  • Subscriptions
Log in
0
Accessibility Options

Base text size -

This is a sample piece of body text
Larger
Smaller
  • Shopping basket (0)
  • Accessibility options
  • Return to previous
Description: State Point in Action: Evaluating Assumptions and Making Operational Decisions
State Point in Action: Evaluating Assumptions and Making Operational Decisions

State Point in Action: Evaluating Assumptions and Making Operational Decisions

State Point in Action: Evaluating Assumptions and Making Operational Decisions

  • New
  • View
  • Details
  • Reader
  • Default
  • Share
  • Email
  • Facebook
  • Twitter
  • LinkedIn
  • New
  • View
  • Default view
  • Reader view
  • Data view
  • Details

This page cannot be printed from here

Please use the dedicated print option from the 'view' drop down menu located in the blue ribbon in the top, right section of the publication.

screenshot of print menu option

Description: State Point in Action: Evaluating Assumptions and Making Operational Decisions
State Point in Action: Evaluating Assumptions and Making Operational Decisions
Abstract
INTRODUCTION The process engineering group of Clean Water Services (CWS) is working side by side with Operations to develop and validate tools that can help in making day-to-day decisions to operate the treatment facilities, and to plan for future conditions. This work requires an understanding of the level of risk compounded in process assumptions. State Point Analysis (SPA) is a simple but well-loved tool that is used across the industry to evaluate secondary clarification capacity. CWS has historically used SPA to establish secondary expansion timelines, and more recently, to routinely evaluate clarifier operation. With active validation of assumptions and consistency of use, this tool has been useful for Operations to create protocols and assess risks, despite its simplicity and limitations. CWS's process engineers work to make sure the tool can actually indicate risk under conditions that are changing such as flows, settling characteristics, nitrification requirements and underflow pumping capacity.

OVERVIEW The Rock Creek Water Resources Recovery Facility (WRRF) is one of four CWS treatment facilities. It is a 37 MGD plant operating six secondary trains rated for 125 MGD peak day flow, with an option to divert to high-rate clarification. In recent years, managing the clarifiers has become critical as flows increased and settling worsened. Filamentous outbreaks occur more often in winter and spring than 5+ years ago, and a high mixed liquor suspended solids (MLSS) inventory (~3000 mg/L) is maintained year-round to ensure nitrification to meet effluent ammonia limits. Return activated sludge (RAS) flow requirements have increased to prevent blanket rise under current process conditions. Compared to design assumptions, the current conditions have higher influent flows, higher MLSS inventories and, at times, poorer settling. The RAS system was designed for a RAS ratio of 30%, but operations now require a RAS ratio of 60% for typical operation. This deviation between operational need and design assumptions has caused the RAS pumping system to be operated without redundancy. This creates an operational risk that must be actively managed while the RAS system capacity is expanded. Asset failure during these periods of risk would reduce secondary treatment capacity, impacting downstream units and compliance. It is even more critical for Operations to have a tool to test changes to flow distribution and basin configurations before challenging events, to establish operating procedures and contingency plans.

STATE POINT TOOL DESCRIPTION AND USES The SPA used by CWS is a typical graphic representation of a solids balance around the clarifier developed by (Daigger, 1995). It plots the solids flux to the clarifier against the solids concentration. The flux curve is constructed using a relationship of Sludge Volume Index (SVI) to Vesilind parameters that have been measured in-house by conducting settling column tests at the Rock Creek WRRF. To expand the SPA tool's functionalities, an MLSS calculator was added to test aeration basin configurations and solids inventory impacts. Figure 1 shows the spreadsheet interface. Operators can simulate MLSS dilution by changing aeration basin configurations, and visualize clarification impacts in the SPA tool. SPA tool uses at CWS's facilities:
• Annual review of secondary expansion timelines: o Assess clarification performance for future plant capacity evaluations using projected MLSS inventory and peak flows. o Evaluate changes in Vesilind parameters or SVI and their effect on timelines.
• Day-to-day operations:
o Adjust flow distribution when SVI or MLSS differ between basins or RAS pumping is limited.
o Prepare for high flows, which can rise very quickly with large rain events, by simulating flow distributions and basin configurations (e.g., step-feed, contact stabilization) to manage solids and mitigate risk of lack of RAS pump redundancy.

VALIDATION OF VESILIND PARAMETERS The usability of SPA depends on representation of full-scale settling through the solids flux curve, which is impacted by measurements of SVI and settling column Vesilind parameters. SVIs are easy to measure daily but may be less accurate than settling column tests, which are more difficult to conduct routinely. The relationship between these can also change over time. More than 30 settling columns tests have been conducted in 2024 and 2025 to obtain a new empirical relationship of Vesilind parameters to SVI. As shown in Figure 2, this is compared to a 2014 relationship that was used for all previous planning and operational analysis. The 2014 relationship is not conservative and does not indicate appropriate levels of risk under more recent operational conditions (Figure 3). The risk of using these relationships to build the solids flux curve is daylighted in Figure 4, where different events of clarification/thickening failure are represented in SPA.

TAKEAWAYS
• Because of their simplicity, tools such as SPA are readily available for operators to simulate clarification scenarios and develop procedures, while being a learning resource for newer generations.
• The limitations of SPA and risk factors can be understood with consistency of use and ability to compare results to full-scale operation.
• Recurring validation of key assumptions (i.e. Vesilind parameters) is recommended to be confident in the tool's ability to predict issues.
This paper was presented at WEFTEC 2026 in New Orleans, Louisiana.
Presentation time
13:30:00
14:00:00
Session time
13:30:00
15:00:00
SessionOptimizing Secondary Clarifier Performance using SPA, data driven modeling and intensification approaches
Session locationErnest N. Morial Convention Center
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design
Author(s)
Menniti, Adrienne, Sosa-Hernandez, Ornella, Lorntson, Erik
Author(s)A. Menniti1, O. Sosa-Hernandez1, E. Lorntson1
Author affiliation(s)Clean Water Services, 1Clean Water Services, 1Clean Water Services, 1
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep 2026
DOI10.2175/193864718825160503
Volume / Issue
Content sourceWEFTEC
Copyright2026
Word count11

Purchase price $11.50

Get access
Log in Purchase content Purchase subscription
You may already have access to this content if you have previously purchased this content or have a subscription.
Need to create an account?

You can purchase access to this content but you might want to consider a subscription for a wide variety of items at a substantial discount!

Purchase access to 'State Point in Action: Evaluating Assumptions and Making Operational Decisions'

Add to cart
Purchase a subscription to gain access to 18,000+ Proceeding Papers, 25+ Fact Sheets, 20+ Technical Reports, 50+ magazine articles and select Technical Publications' chapters.
Loading items
There are no items to display at the moment.
Something went wrong trying to load these items.
Description: State Point in Action: Evaluating Assumptions and Making Operational Decisions
State Point in Action: Evaluating Assumptions and Making Operational Decisions
Pricing
Non-member price: $11.50
Member price:
-10128338
Get access
-10128338
Log in Purchase content Purchase subscription
You may already have access to this content if you have previously purchased this content or have a subscription.
Need to create an account?

You can purchase access to this content but you might want to consider a subscription for a wide variety of items at a substantial discount!

Purchase access to 'State Point in Action: Evaluating Assumptions and Making Operational Decisions'

Add to cart
Purchase a subscription to gain access to 18,000+ Proceeding Papers, 25+ Fact Sheets, 20+ Technical Reports, 50+ magazine articles and select Technical Publications' chapters.

Details

Description: State Point in Action: Evaluating Assumptions and Making Operational Decisions
State Point in Action: Evaluating Assumptions and Making Operational Decisions
Abstract
INTRODUCTION The process engineering group of Clean Water Services (CWS) is working side by side with Operations to develop and validate tools that can help in making day-to-day decisions to operate the treatment facilities, and to plan for future conditions. This work requires an understanding of the level of risk compounded in process assumptions. State Point Analysis (SPA) is a simple but well-loved tool that is used across the industry to evaluate secondary clarification capacity. CWS has historically used SPA to establish secondary expansion timelines, and more recently, to routinely evaluate clarifier operation. With active validation of assumptions and consistency of use, this tool has been useful for Operations to create protocols and assess risks, despite its simplicity and limitations. CWS's process engineers work to make sure the tool can actually indicate risk under conditions that are changing such as flows, settling characteristics, nitrification requirements and underflow pumping capacity.

OVERVIEW The Rock Creek Water Resources Recovery Facility (WRRF) is one of four CWS treatment facilities. It is a 37 MGD plant operating six secondary trains rated for 125 MGD peak day flow, with an option to divert to high-rate clarification. In recent years, managing the clarifiers has become critical as flows increased and settling worsened. Filamentous outbreaks occur more often in winter and spring than 5+ years ago, and a high mixed liquor suspended solids (MLSS) inventory (~3000 mg/L) is maintained year-round to ensure nitrification to meet effluent ammonia limits. Return activated sludge (RAS) flow requirements have increased to prevent blanket rise under current process conditions. Compared to design assumptions, the current conditions have higher influent flows, higher MLSS inventories and, at times, poorer settling. The RAS system was designed for a RAS ratio of 30%, but operations now require a RAS ratio of 60% for typical operation. This deviation between operational need and design assumptions has caused the RAS pumping system to be operated without redundancy. This creates an operational risk that must be actively managed while the RAS system capacity is expanded. Asset failure during these periods of risk would reduce secondary treatment capacity, impacting downstream units and compliance. It is even more critical for Operations to have a tool to test changes to flow distribution and basin configurations before challenging events, to establish operating procedures and contingency plans.

STATE POINT TOOL DESCRIPTION AND USES The SPA used by CWS is a typical graphic representation of a solids balance around the clarifier developed by (Daigger, 1995). It plots the solids flux to the clarifier against the solids concentration. The flux curve is constructed using a relationship of Sludge Volume Index (SVI) to Vesilind parameters that have been measured in-house by conducting settling column tests at the Rock Creek WRRF. To expand the SPA tool's functionalities, an MLSS calculator was added to test aeration basin configurations and solids inventory impacts. Figure 1 shows the spreadsheet interface. Operators can simulate MLSS dilution by changing aeration basin configurations, and visualize clarification impacts in the SPA tool. SPA tool uses at CWS's facilities:
• Annual review of secondary expansion timelines: o Assess clarification performance for future plant capacity evaluations using projected MLSS inventory and peak flows. o Evaluate changes in Vesilind parameters or SVI and their effect on timelines.
• Day-to-day operations:
o Adjust flow distribution when SVI or MLSS differ between basins or RAS pumping is limited.
o Prepare for high flows, which can rise very quickly with large rain events, by simulating flow distributions and basin configurations (e.g., step-feed, contact stabilization) to manage solids and mitigate risk of lack of RAS pump redundancy.

VALIDATION OF VESILIND PARAMETERS The usability of SPA depends on representation of full-scale settling through the solids flux curve, which is impacted by measurements of SVI and settling column Vesilind parameters. SVIs are easy to measure daily but may be less accurate than settling column tests, which are more difficult to conduct routinely. The relationship between these can also change over time. More than 30 settling columns tests have been conducted in 2024 and 2025 to obtain a new empirical relationship of Vesilind parameters to SVI. As shown in Figure 2, this is compared to a 2014 relationship that was used for all previous planning and operational analysis. The 2014 relationship is not conservative and does not indicate appropriate levels of risk under more recent operational conditions (Figure 3). The risk of using these relationships to build the solids flux curve is daylighted in Figure 4, where different events of clarification/thickening failure are represented in SPA.

TAKEAWAYS
• Because of their simplicity, tools such as SPA are readily available for operators to simulate clarification scenarios and develop procedures, while being a learning resource for newer generations.
• The limitations of SPA and risk factors can be understood with consistency of use and ability to compare results to full-scale operation.
• Recurring validation of key assumptions (i.e. Vesilind parameters) is recommended to be confident in the tool's ability to predict issues.
This paper was presented at WEFTEC 2026 in New Orleans, Louisiana.
Presentation time
13:30:00
14:00:00
Session time
13:30:00
15:00:00
SessionOptimizing Secondary Clarifier Performance using SPA, data driven modeling and intensification approaches
Session locationErnest N. Morial Convention Center
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design
Author(s)
Menniti, Adrienne, Sosa-Hernandez, Ornella, Lorntson, Erik
Author(s)A. Menniti1, O. Sosa-Hernandez1, E. Lorntson1
Author affiliation(s)Clean Water Services, 1Clean Water Services, 1Clean Water Services, 1
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep 2026
DOI10.2175/193864718825160503
Volume / Issue
Content sourceWEFTEC
Copyright2026
Word count11

Actions, changes & tasks

Outstanding Actions

Add action for paragraph

Current Changes

Add signficant change

Current Tasks

Add risk task

Connect with us

Follow us on Facebook
Follow us on Twitter
Connect to us on LinkedIn
Subscribe on YouTube
Powered by Librios Ltd
Powered by Librios Ltd
Authors
Terms of Use
Policies
Help
Accessibility
Contact us
Copyright © 2026 by the Water Environment Federation
Loading items
There are no items to display at the moment.
Something went wrong trying to load these items.
Description: WWTF Digital Boot 180x150
WWTF Digital (180x150)
Created on Jul 02
Websitehttps:/­/­www.wef.org/­wwtf?utm_medium=WWTF&utm_source=AccessWater&utm_campaign=WWTF
180x150
Menniti, Adrienne. State Point in Action: Evaluating Assumptions and Making Operational Decisions. Water Environment Federation, 2026. Web. 5 Nov. 2026. <https://www.accesswater.org?id=-10128338CITANCHOR>.
Menniti, Adrienne. State Point in Action: Evaluating Assumptions and Making Operational Decisions. Water Environment Federation, 2026. Accessed November 5, 2026. https://www.accesswater.org/?id=-10128338CITANCHOR.
Menniti, Adrienne
State Point in Action: Evaluating Assumptions and Making Operational Decisions
Access Water
Water Environment Federation
September 28, 2026
November 5, 2026
https://www.accesswater.org/?id=-10128338CITANCHOR