lastID = -296645
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: Book cover
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals
  • Browse
  • Compilations
    • Compilations list
  • Subscriptions
Tools

Related contents

Loading related content

Workflow

No linked records yet

X
  • Current: 2022-05-04 13:46:36 Adam Phillips
  • 2022-05-04 13:46:35 Adam Phillips
  • 2020-03-27 00:40:28 Adam Phillips
  • 2020-01-31 19:13:50 Administrator
  • 2020-01-31 19:13:49 Administrator
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: Book cover
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals

Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals

Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals

  • 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: Book cover
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals
Abstract
Anaerobic digestion has been widely used to treat sludge since it reduces the sludge mass and produces a renewable source of energy. Unfortunately, solids tend to accumulate inside the digesters, reducing the active volume available for the digestion process. In this study, the active volumes of three minimally mixed digesters at a particular wastewater treatment plant were determined. The active volume was calculated by conducting a tracer study using lithium chloride (LiCl). The tracer study was conducted in about a 20-day period for the three digesters. The three digesters represent different cleaning intervals, each assumed to have different amounts of accumulation of debris. The tracer study results have shown that the active volume for the three digesters range from 25 to 61 percent. As expected, the recently cleaned digester yielded the highest active volume. Mass of the tracer recovered was computed for all three digesters. Mass recoveries ranged from 34 to 62 percent. The recently cleaned digester yielded the highest mass recovery. The low mixing energy may have caused uneven discharge of tracer concentrations in the overflow based on the mechanical configuration of the digesters, resulting in reduced tracer recovery. The best fit of the mass tracer versus time for the digester that has not been cleaned the longest, digester C, revealed a 99.7 percent mass recovery within 30 days with the bulk of recovery in the first 5 days. The estimated hydraulic retention time (HRT) based on the best-fit curve is 4.4 days. The estimated HRT based on best-fit curves were also computed for digesters A and B. Digester A had not been cleaned for nearly a year and digester B have not been cleaned for approximately 3 years. Active volumes were also recomputed based on the recomputed HRTs yielding 24, 45 and 82 percent for digesters C, B and A, respectively. Thus, the results of the tracer study have shown that the calculated HRT is consistent with cleaning history; the most recently cleaned digester had the greatest calculated HRT. In order to verify the conclusions derived from the study, a follow-up study will be conducted. The next study will include a longer sampling duration, higher tracer dosage, and better tracer distribution in the digesters.
Anaerobic digestion has been widely used to treat sludge since it reduces the sludge mass and produces a renewable source of energy. Unfortunately, solids tend to accumulate inside the digesters, reducing the active volume available for the digestion process. In this study, the active volumes of three minimally mixed digesters at a particular wastewater treatment plant were determined. The active...
Author(s)
Romeo E. CapunoJohn WillisJonathan KeaneyEian LynchMarisa Buyers-Basso
SourceProceedings of the Water Environment Federation
SubjectSession 5 - Anaerobic Digestion 2
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:3L.337;1-
DOI10.2175/193864709793846196
Volume / Issue2009 / 3
Content sourceResiduals and Biosolids Conference
First / last page(s)337 - 349
Copyright2009
Word count378
Subject keywordsAnaerobic DigestersBiosolidsTracer TestHydraulic Retention TimeActive Volume

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 'Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals'

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: Book cover
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals
Pricing
Non-member price: $11.50
Member price:
-296645
Get access
-296645
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 'Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals'

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: Book cover
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals
Abstract
Anaerobic digestion has been widely used to treat sludge since it reduces the sludge mass and produces a renewable source of energy. Unfortunately, solids tend to accumulate inside the digesters, reducing the active volume available for the digestion process. In this study, the active volumes of three minimally mixed digesters at a particular wastewater treatment plant were determined. The active volume was calculated by conducting a tracer study using lithium chloride (LiCl). The tracer study was conducted in about a 20-day period for the three digesters. The three digesters represent different cleaning intervals, each assumed to have different amounts of accumulation of debris. The tracer study results have shown that the active volume for the three digesters range from 25 to 61 percent. As expected, the recently cleaned digester yielded the highest active volume. Mass of the tracer recovered was computed for all three digesters. Mass recoveries ranged from 34 to 62 percent. The recently cleaned digester yielded the highest mass recovery. The low mixing energy may have caused uneven discharge of tracer concentrations in the overflow based on the mechanical configuration of the digesters, resulting in reduced tracer recovery. The best fit of the mass tracer versus time for the digester that has not been cleaned the longest, digester C, revealed a 99.7 percent mass recovery within 30 days with the bulk of recovery in the first 5 days. The estimated hydraulic retention time (HRT) based on the best-fit curve is 4.4 days. The estimated HRT based on best-fit curves were also computed for digesters A and B. Digester A had not been cleaned for nearly a year and digester B have not been cleaned for approximately 3 years. Active volumes were also recomputed based on the recomputed HRTs yielding 24, 45 and 82 percent for digesters C, B and A, respectively. Thus, the results of the tracer study have shown that the calculated HRT is consistent with cleaning history; the most recently cleaned digester had the greatest calculated HRT. In order to verify the conclusions derived from the study, a follow-up study will be conducted. The next study will include a longer sampling duration, higher tracer dosage, and better tracer distribution in the digesters.
Anaerobic digestion has been widely used to treat sludge since it reduces the sludge mass and produces a renewable source of energy. Unfortunately, solids tend to accumulate inside the digesters, reducing the active volume available for the digestion process. In this study, the active volumes of three minimally mixed digesters at a particular wastewater treatment plant were determined. The active...
Author(s)
Romeo E. CapunoJohn WillisJonathan KeaneyEian LynchMarisa Buyers-Basso
SourceProceedings of the Water Environment Federation
SubjectSession 5 - Anaerobic Digestion 2
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:3L.337;1-
DOI10.2175/193864709793846196
Volume / Issue2009 / 3
Content sourceResiduals and Biosolids Conference
First / last page(s)337 - 349
Copyright2009
Word count378
Subject keywordsAnaerobic DigestersBiosolidsTracer TestHydraulic Retention TimeActive Volume

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
Romeo E. Capuno# John Willis# Jonathan Keaney# Eian Lynch# Marisa Buyers-Basso. Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 10 May. 2025. <https://www.accesswater.org?id=-296645CITANCHOR>.
Romeo E. Capuno# John Willis# Jonathan Keaney# Eian Lynch# Marisa Buyers-Basso. Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed May 10, 2025. https://www.accesswater.org/?id=-296645CITANCHOR.
Romeo E. Capuno# John Willis# Jonathan Keaney# Eian Lynch# Marisa Buyers-Basso
Active Volume Estimation of Anaerobic Sludge Digesters under Different Cleaning Intervals
Access Water
Water Environment Federation
December 22, 2018
May 10, 2025
https://www.accesswater.org/?id=-296645CITANCHOR