lastID = -10028510
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: First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and...
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation
  • Browse
  • Compilations
    • Compilations list
  • Subscriptions
Tools

Related contents

Loading related content

Workflow

No linked records yet

X
  • Current: 2023-08-16 08:04:39 Adam Phillips
  • 2020-09-24 12:07:02 Adam Phillips
  • 2020-09-24 10:30:41 Adam Phillips
  • 2020-09-24 10:30:40 Adam Phillips
  • 2020-09-24 07:33:47 Adam Phillips
  • 2020-09-24 07:33:46 Adam Phillips
  • 2020-09-23 16:32:50 Adam Phillips
  • 2020-09-23 16:32:49 Adam Phillips
  • 2020-09-23 14:58:09 Adam Phillips
  • 2020-09-23 14:58:08 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: First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and...
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation

First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation

First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation

  • 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: First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and...
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation
Abstract
Start-up of the first full-scale, spirally-wound membrane aerated biofilm reactor (MABR) installation began in July 2019. The hybrid process is operated with both biofilm and suspended sludge to treat domestic wastewater. Retrofit of the MABR modules into the activated sludge anoxic zone, combined with a low dissolved oxygen (DO) control strategy in the aerobic zone, achieved increased treatment capacity and improved energy efficiency. The MABR nitrification rate (NR) ranged from 1.3 to 5.5 g/m2/day (10th -90th percentile), with the average being 3.1 g/m2/d. Rates of SND in the MABR zone were high as little nitrate accumulated in the MABR zone. Overall, the MABR zone contributed to 22% of the total ammonia removal and 27% of the total TIN removal experienced across the MABR train.
Start-up of the first full-scale, spirally-wound membrane aerated biofilm reactor (MABR) installation began in July 2019. The hybrid process is operated with both biofilm and suspended sludge to treat domestic wastewater. Retrofit of the MABR modules into the activated sludge anoxic zone, combined with a low dissolved oxygen (DO) control strategy in the aerobic zone, achieved increased treatment capacity and improved energy efficiency. The MABR nitrification rate (NR) ranged from 1.3 to 5.5 g/m2/day (10th -90th percentile), with the average being 3.1 g/m2/d. Rates of SND in the MABR zone were high as little nitrate accumulated in the MABR zone. Overall, the MABR zone contributed to 22% of the total ammonia removal and 27% of the total TIN removal experienced across the MABR train.
SpeakerGordon, Kelly
Presentation time
12:00:00
12:30:00
Session time
11:30:00
12:30:00
SessionMABR Operations and Optimization
Session number8D
TopicEnergy Production, Conservation, and Management, Facility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients
TopicEnergy Production, Conservation, and Management, Facility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients
Author(s)
R. ShechterL. DowningK. GordonK. GordonN. NathanI. SheferC. Ben-Yosef
Author(s)R. Shechter1; L. Downing2; K. Gordon3; K. Gordon3; N. Nathan4; I. Shefer5; C. Ben-Yosef5;
Author affiliation(s)Fluence, Non-US/Canada1; Black & Veatch, WI2; Black & Veatch, MO3; Fluence, Israel4; Fluence5; Mayanot Ha'amakim Water Utility6
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157591
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count14

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 'First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation'

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: First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and...
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation
Pricing
Non-member price: $11.50
Member price:
-10028510
Get access
-10028510
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 'First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation'

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: First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and...
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation
Abstract
Start-up of the first full-scale, spirally-wound membrane aerated biofilm reactor (MABR) installation began in July 2019. The hybrid process is operated with both biofilm and suspended sludge to treat domestic wastewater. Retrofit of the MABR modules into the activated sludge anoxic zone, combined with a low dissolved oxygen (DO) control strategy in the aerobic zone, achieved increased treatment capacity and improved energy efficiency. The MABR nitrification rate (NR) ranged from 1.3 to 5.5 g/m2/day (10th -90th percentile), with the average being 3.1 g/m2/d. Rates of SND in the MABR zone were high as little nitrate accumulated in the MABR zone. Overall, the MABR zone contributed to 22% of the total ammonia removal and 27% of the total TIN removal experienced across the MABR train.
Start-up of the first full-scale, spirally-wound membrane aerated biofilm reactor (MABR) installation began in July 2019. The hybrid process is operated with both biofilm and suspended sludge to treat domestic wastewater. Retrofit of the MABR modules into the activated sludge anoxic zone, combined with a low dissolved oxygen (DO) control strategy in the aerobic zone, achieved increased treatment capacity and improved energy efficiency. The MABR nitrification rate (NR) ranged from 1.3 to 5.5 g/m2/day (10th -90th percentile), with the average being 3.1 g/m2/d. Rates of SND in the MABR zone were high as little nitrate accumulated in the MABR zone. Overall, the MABR zone contributed to 22% of the total ammonia removal and 27% of the total TIN removal experienced across the MABR train.
SpeakerGordon, Kelly
Presentation time
12:00:00
12:30:00
Session time
11:30:00
12:30:00
SessionMABR Operations and Optimization
Session number8D
TopicEnergy Production, Conservation, and Management, Facility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients
TopicEnergy Production, Conservation, and Management, Facility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients
Author(s)
R. ShechterL. DowningK. GordonK. GordonN. NathanI. SheferC. Ben-Yosef
Author(s)R. Shechter1; L. Downing2; K. Gordon3; K. Gordon3; N. Nathan4; I. Shefer5; C. Ben-Yosef5;
Author affiliation(s)Fluence, Non-US/Canada1; Black & Veatch, WI2; Black & Veatch, MO3; Fluence, Israel4; Fluence5; Mayanot Ha'amakim Water Utility6
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157591
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count14

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
R. Shechter# L. Downing# K. Gordon# K. Gordon# N. Nathan# I. Shefer# C. Ben-Yosef#. First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation. Water Environment Federation, 2020. Web. 12 Jul. 2025. <https://www.accesswater.org?id=-10028510CITANCHOR>.
R. Shechter# L. Downing# K. Gordon# K. Gordon# N. Nathan# I. Shefer# C. Ben-Yosef#. First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation. Water Environment Federation, 2020. Accessed July 12, 2025. https://www.accesswater.org/?id=-10028510CITANCHOR.
R. Shechter# L. Downing# K. Gordon# K. Gordon# N. Nathan# I. Shefer# C. Ben-Yosef#
First Full-Scale Activated Sludge Retrofit Using a Spirally-Wound MABR: Results and Model Evaluation
Access Water
Water Environment Federation
October 8, 2020
July 12, 2025
https://www.accesswater.org/?id=-10028510CITANCHOR