lastID = -291957
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: Book cover
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS
  • Browse
  • Compilations
    • Compilations list
  • Subscriptions
Tools

Related contents

Loading related content

Workflow

No linked records yet

X
  • Current: 2022-05-04 18:25:02 Adam Phillips
  • 2020-02-01 02:35:41 Administrator
  • 2020-02-01 02:35:40 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
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS

OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS

OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS

  • 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
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS
Abstract
The New York City Department of Environmental Protection (NYCDEP) has been researching methods of treating a high-strength ammonia recycle stream (centrate) to reduce the total nitrogen (TN) discharge to Long Island Sound and Jamaica Bay. One technology under investigation is a two-stage reactor system consisting of biological oxidation of ammonia to nitrite ("nitritification") and subsequent denitrification using methanol as the carbon source and electron donor. Restricting the oxidation of ammonia to nitrite instead of completely oxidizing it to nitrate is economically advantageous since the oxygen requirements are lower and the less methanol is required for denitrification.The impact of SRT, pH, temperature, alkalinity addition, reactor configuration, variable influent characteristics and the methanol feed rate on nitrite production and denitrification efficiency was evaluated. Over a SRT range of 2 to 6 days, a pH range of 6.7–7.7 and an average temperature of 21°C, 35 to 80% ammonia oxidation was achieved, producing NOx composed of 60 to 95% nitrite. At the average temperature, ammonia oxidation was not impacted significantly by the presence of excessive bicarbonate alkalinity to support autotrophic biomass growth. Increasing the SRT to values over 4 days under these conditions led to increased nitrification, but the percentage of nitrite in the total NOx decreased significantly. Specific nitrification rates of 1.0-1.5 mgN/mgVSS/day were obtained from in-situ batch tests.The denitrification reactor experienced poor settling of the mixed liquor solids in the clarifier, causing continuous washout of the biomass and the need to reseed often with mixed liquor solids from a step-feed BNR reactor. However, up to 80% denitrification was realized when the centrate contained a high solids concentration over an extended period of time. In-situ batch tests were used to determine the methanol requirements for denitrification using nitrite and nitrate as the electron acceptors. As anticipated, less methanol was required for nitrite reduction than for nitrate. Overall TN removal across the two-stage reactor system ranged from 14% to 42%.
The New York City Department of Environmental Protection (NYCDEP) has been researching methods of treating a high-strength ammonia recycle stream (centrate) to reduce the total nitrogen (TN) discharge to Long Island Sound and Jamaica Bay. One technology under investigation is a two-stage reactor system consisting of biological oxidation of ammonia to nitrite ("nitritification") and subsequent...
Author(s)
M. ReganR. PapeG. BowdenK. ChandranB. BodniewiczJ. AndersonL. A. CarrioJ SextonV. Sapienza
SourceProceedings of the Water Environment Federation
SubjectSession 25: Leading Edge Research: BNR: Nitrogen Removal
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2005
ISSN1938-6478
SICI1938-6478(20050101)2005:14L.2040;1-
DOI10.2175/193864705783867378
Volume / Issue2005 / 14
Content sourceWEFTEC
First / last page(s)2040 - 2054
Copyright2005
Word count338

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 'OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS'

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
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS
Pricing
Non-member price: $11.50
Member price:
-291957
Get access
-291957
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 'OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS'

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
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS
Abstract
The New York City Department of Environmental Protection (NYCDEP) has been researching methods of treating a high-strength ammonia recycle stream (centrate) to reduce the total nitrogen (TN) discharge to Long Island Sound and Jamaica Bay. One technology under investigation is a two-stage reactor system consisting of biological oxidation of ammonia to nitrite ("nitritification") and subsequent denitrification using methanol as the carbon source and electron donor. Restricting the oxidation of ammonia to nitrite instead of completely oxidizing it to nitrate is economically advantageous since the oxygen requirements are lower and the less methanol is required for denitrification.The impact of SRT, pH, temperature, alkalinity addition, reactor configuration, variable influent characteristics and the methanol feed rate on nitrite production and denitrification efficiency was evaluated. Over a SRT range of 2 to 6 days, a pH range of 6.7–7.7 and an average temperature of 21°C, 35 to 80% ammonia oxidation was achieved, producing NOx composed of 60 to 95% nitrite. At the average temperature, ammonia oxidation was not impacted significantly by the presence of excessive bicarbonate alkalinity to support autotrophic biomass growth. Increasing the SRT to values over 4 days under these conditions led to increased nitrification, but the percentage of nitrite in the total NOx decreased significantly. Specific nitrification rates of 1.0-1.5 mgN/mgVSS/day were obtained from in-situ batch tests.The denitrification reactor experienced poor settling of the mixed liquor solids in the clarifier, causing continuous washout of the biomass and the need to reseed often with mixed liquor solids from a step-feed BNR reactor. However, up to 80% denitrification was realized when the centrate contained a high solids concentration over an extended period of time. In-situ batch tests were used to determine the methanol requirements for denitrification using nitrite and nitrate as the electron acceptors. As anticipated, less methanol was required for nitrite reduction than for nitrate. Overall TN removal across the two-stage reactor system ranged from 14% to 42%.
The New York City Department of Environmental Protection (NYCDEP) has been researching methods of treating a high-strength ammonia recycle stream (centrate) to reduce the total nitrogen (TN) discharge to Long Island Sound and Jamaica Bay. One technology under investigation is a two-stage reactor system consisting of biological oxidation of ammonia to nitrite ("nitritification") and subsequent...
Author(s)
M. ReganR. PapeG. BowdenK. ChandranB. BodniewiczJ. AndersonL. A. CarrioJ SextonV. Sapienza
SourceProceedings of the Water Environment Federation
SubjectSession 25: Leading Edge Research: BNR: Nitrogen Removal
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2005
ISSN1938-6478
SICI1938-6478(20050101)2005:14L.2040;1-
DOI10.2175/193864705783867378
Volume / Issue2005 / 14
Content sourceWEFTEC
First / last page(s)2040 - 2054
Copyright2005
Word count338

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 © 2025 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
M. Regan# R. Pape# G. Bowden# K. Chandran# B. Bodniewicz# J. Anderson# L. A. Carrio# J Sexton# V. Sapienza. OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 18 Oct. 2025. <https://www.accesswater.org?id=-291957CITANCHOR>.
M. Regan# R. Pape# G. Bowden# K. Chandran# B. Bodniewicz# J. Anderson# L. A. Carrio# J Sexton# V. Sapienza. OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed October 18, 2025. https://www.accesswater.org/?id=-291957CITANCHOR.
M. Regan# R. Pape# G. Bowden# K. Chandran# B. Bodniewicz# J. Anderson# L. A. Carrio# J Sexton# V. Sapienza
OPTIMIZATION OF STRATEGIES FOR SEPARATE CENTRATE TREATMENT VIA PARTIAL NITRIFICATION AND DENITRIFICATION IN NEW YORK CITY WATER POLLUTION CONTROL PLANTS
Access Water
Water Environment Federation
December 22, 2018
October 18, 2025
https://www.accesswater.org/?id=-291957CITANCHOR