Access Water | Flux Capacity: Screw Press Sizing Of The Future
lastID = -10116173
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...
Description: Access Water
Context Menu
Description: WEFTEC 2024 PROCEEDINGS
Flux Capacity: Screw Press Sizing Of The Future
  • Browse
  • Compilations
    • Compilations list
  • Subscriptions
Tools

Related contents

Loading related content

Workflow

No linked records yet

X
  • Current: 2024-09-30 15:46:17 Adam Phillips Continuous release
  • 2024-09-26 15:13:01 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: WEFTEC 2024 PROCEEDINGS
Flux Capacity: Screw Press Sizing Of The Future

Flux Capacity: Screw Press Sizing Of The Future

Flux Capacity: Screw Press Sizing Of The Future

  • 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: WEFTEC 2024 PROCEEDINGS
Flux Capacity: Screw Press Sizing Of The Future
Abstract
The most common technologies for sludge dewatering in wastewater treatment plants include belt filter presses, centrifuges, and screw presses, with the latter known for their significant advantages in low power consumption and high efficiency during the dewatering process. Various manufacturers supply screw presses to wastewater treatment plants, offering pilot testing to assess the performance, throughput capability, and feasibility of dewatering units in diverse practical and controlled environments. However, unlike centrifuges and belt filter presses, the capability to compare the throughput of screw presses throughput between manufacturers is lesser known. While the throughput equipment capacity comparisons for centrifuges and belt filter presses are well-established through G-Volumes and filter areas, respectively, a similar standardization for screw presses is not widely recognized. The Tres Rios Water Reclamation Facility, owned by The Pima County Regional Wastewater Reclamation Department, serves as the centralized sludge handling and solids treatment system for the entire county, offering a treatment capacity of 50 MGD and over 180 WTPD of solid dewatering. Currently utilizing three centrifuges for sludge dewatering, the facility faces challenges related to high polymer and power usage. In response, as part of the county's transition from achieving Class B to Class A biosolids, a new dewatering facility employing screw presses was proposed aimed to reduce energy costs and enhance the efficiency and reliability of the dewatering process, ultimately supplying future solar dryers. During the summer and fall of 2023, three screw press pilots, and one volute press pilot were conducted in collaboration with various equipment manufacturers. The primary objective of these pilots was to verify and evaluate dewatering performance and ultimate equipment selection using digested sludge from the Tres Rios WRF. A new approach was implemented when comparing pilot test results relative to full-scale equipment selection. The approach is to compare 'flux' of each machine at its best performance point. The machine's flux is the rate of liquid and/or solids flow rate per surface area of the machine. In doing this analysis, full-scale equipment is sized relative to the pilot test's best performance at a proven flux rate. An equal flux rate from pilot to full-scale equipment will help ensure similar and expected performance at full-scale operation. To compare performance of the screw press units during the pilot testing, liquid and solids flux rates were calculated for each manufacturer. The liquid flux rate results of the three screw press manufacturers are shown in Table 1. The volute press manufacturer was not included in the evaluation due to the poor pilot test results compared with the other manufacturers. The lower flux rate, indicative of a higher dewatering capability, signifies superior dewatering through an extended residence. Manufacturer 2 and 3 out-performed Manufacturer 1 by providing higher filtration area. Manufacturer 1 was not recommended for further consideration due to small full-scale equipment size options, resulting in the preferred maximum liquid flux rate of 0.31 gpm/sf for best performance. The results from the pilot testing aided in identifying the required flux rate achieve best performance, and ultimately confirms full-scale equipment sizing for a range of operating conditions. Table 2 shows that both manufacturers required five installed units dewater the design load, and a throughput derating of up to 75% is needed compared with the listed manufacturer nameplate. In contrast to using screw press volume, relying on manufacturer recommendations, or arbitrary derating of equipment as a metric for performance comparison among different manufacturers, the presentation will present findings showing that flux rate calculation during pilot units provides fair and more realistic results. Larger screw presses are noted to lose efficiency as the ratio of surface area to volume decreases with the growth in diameter and length of the screw. This claim can be better studied with a flux rate that remains constant regardless of the equipment size due to the solids retention time being equal, which this pilot study investigated. Attendees of this presentation will gain valuable insights into the comparative performance of screw presses from different manufacturers post-pilot testing. This knowledge will aid in establishing informed selection criteria for optimizing dewatering solutions in wastewater treatment plants.
The paper evaluates screw presses for sludge dewatering at the Tres Rios WRF. Four pilot tests in 2023 assessed different manufacturers using "flux"—the liquid/solids flow rate per unit surface area. Superior dewatering occurred at lower flux rates, indicating higher capabilities with extended residence time. The study concluded that liquid flux rate is a more accurate performance metric than manufacturer recommendations or arbitrary derating.
SpeakerFraijo, Alejandra
Presentation time
09:00:00
09:20:00
Session time
08:30:00
10:00:00
SessionThickening and Dewatering: Design Considerations
Session number301
Session locationRoom 354
TopicBiosolids and Residuals
TopicBiosolids and Residuals
Author(s)
Fraijo, Alejandra, Parmenter, Adam, Prevatt, Jeff
Author(s)A. Fraijo1, A. Parmenter2, J. Prevatt3
Author affiliation(s)1HDR Engineering, AZ, 2HDR, MN, 3PIMA COUNTY WASTEWATER, AZ
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2024
DOI10.2175/193864718825159520
Volume / Issue
Content sourceWEFTEC
Copyright2024
Word count9

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 'Flux Capacity: Screw Press Sizing Of The Future'

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: WEFTEC 2024 PROCEEDINGS
Flux Capacity: Screw Press Sizing Of The Future
Pricing
Non-member price: $11.50
Member price:
-10116173
Get access
-10116173
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 'Flux Capacity: Screw Press Sizing Of The Future'

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: WEFTEC 2024 PROCEEDINGS
Flux Capacity: Screw Press Sizing Of The Future
Abstract
The most common technologies for sludge dewatering in wastewater treatment plants include belt filter presses, centrifuges, and screw presses, with the latter known for their significant advantages in low power consumption and high efficiency during the dewatering process. Various manufacturers supply screw presses to wastewater treatment plants, offering pilot testing to assess the performance, throughput capability, and feasibility of dewatering units in diverse practical and controlled environments. However, unlike centrifuges and belt filter presses, the capability to compare the throughput of screw presses throughput between manufacturers is lesser known. While the throughput equipment capacity comparisons for centrifuges and belt filter presses are well-established through G-Volumes and filter areas, respectively, a similar standardization for screw presses is not widely recognized. The Tres Rios Water Reclamation Facility, owned by The Pima County Regional Wastewater Reclamation Department, serves as the centralized sludge handling and solids treatment system for the entire county, offering a treatment capacity of 50 MGD and over 180 WTPD of solid dewatering. Currently utilizing three centrifuges for sludge dewatering, the facility faces challenges related to high polymer and power usage. In response, as part of the county's transition from achieving Class B to Class A biosolids, a new dewatering facility employing screw presses was proposed aimed to reduce energy costs and enhance the efficiency and reliability of the dewatering process, ultimately supplying future solar dryers. During the summer and fall of 2023, three screw press pilots, and one volute press pilot were conducted in collaboration with various equipment manufacturers. The primary objective of these pilots was to verify and evaluate dewatering performance and ultimate equipment selection using digested sludge from the Tres Rios WRF. A new approach was implemented when comparing pilot test results relative to full-scale equipment selection. The approach is to compare 'flux' of each machine at its best performance point. The machine's flux is the rate of liquid and/or solids flow rate per surface area of the machine. In doing this analysis, full-scale equipment is sized relative to the pilot test's best performance at a proven flux rate. An equal flux rate from pilot to full-scale equipment will help ensure similar and expected performance at full-scale operation. To compare performance of the screw press units during the pilot testing, liquid and solids flux rates were calculated for each manufacturer. The liquid flux rate results of the three screw press manufacturers are shown in Table 1. The volute press manufacturer was not included in the evaluation due to the poor pilot test results compared with the other manufacturers. The lower flux rate, indicative of a higher dewatering capability, signifies superior dewatering through an extended residence. Manufacturer 2 and 3 out-performed Manufacturer 1 by providing higher filtration area. Manufacturer 1 was not recommended for further consideration due to small full-scale equipment size options, resulting in the preferred maximum liquid flux rate of 0.31 gpm/sf for best performance. The results from the pilot testing aided in identifying the required flux rate achieve best performance, and ultimately confirms full-scale equipment sizing for a range of operating conditions. Table 2 shows that both manufacturers required five installed units dewater the design load, and a throughput derating of up to 75% is needed compared with the listed manufacturer nameplate. In contrast to using screw press volume, relying on manufacturer recommendations, or arbitrary derating of equipment as a metric for performance comparison among different manufacturers, the presentation will present findings showing that flux rate calculation during pilot units provides fair and more realistic results. Larger screw presses are noted to lose efficiency as the ratio of surface area to volume decreases with the growth in diameter and length of the screw. This claim can be better studied with a flux rate that remains constant regardless of the equipment size due to the solids retention time being equal, which this pilot study investigated. Attendees of this presentation will gain valuable insights into the comparative performance of screw presses from different manufacturers post-pilot testing. This knowledge will aid in establishing informed selection criteria for optimizing dewatering solutions in wastewater treatment plants.
The paper evaluates screw presses for sludge dewatering at the Tres Rios WRF. Four pilot tests in 2023 assessed different manufacturers using "flux"—the liquid/solids flow rate per unit surface area. Superior dewatering occurred at lower flux rates, indicating higher capabilities with extended residence time. The study concluded that liquid flux rate is a more accurate performance metric than manufacturer recommendations or arbitrary derating.
SpeakerFraijo, Alejandra
Presentation time
09:00:00
09:20:00
Session time
08:30:00
10:00:00
SessionThickening and Dewatering: Design Considerations
Session number301
Session locationRoom 354
TopicBiosolids and Residuals
TopicBiosolids and Residuals
Author(s)
Fraijo, Alejandra, Parmenter, Adam, Prevatt, Jeff
Author(s)A. Fraijo1, A. Parmenter2, J. Prevatt3
Author affiliation(s)1HDR Engineering, AZ, 2HDR, MN, 3PIMA COUNTY WASTEWATER, AZ
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2024
DOI10.2175/193864718825159520
Volume / Issue
Content sourceWEFTEC
Copyright2024
Word count9

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 © 2024 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
Fraijo, Alejandra. Flux Capacity: Screw Press Sizing Of The Future. Water Environment Federation, 2024. Web. 18 May. 2025. <https://www.accesswater.org?id=-10116173CITANCHOR>.
Fraijo, Alejandra. Flux Capacity: Screw Press Sizing Of The Future. Water Environment Federation, 2024. Accessed May 18, 2025. https://www.accesswater.org/?id=-10116173CITANCHOR.
Fraijo, Alejandra
Flux Capacity: Screw Press Sizing Of The Future
Access Water
Water Environment Federation
October 8, 2024
May 18, 2025
https://www.accesswater.org/?id=-10116173CITANCHOR