Ammonia Controlled Aeration. CSWEA 85 th Annual Conference. Don Esping, P.E. May 15, 2012
|
|
- Arlene Hopkins
- 5 years ago
- Views:
Transcription
1 Ammonia Controlled Aeration CSWEA 85 th Annual Conference Don Esping, P.E. May 15,
2 Ammonia Controlled Aeration Goals Reduced energy consumption Reduced total nitrogen Rieger, WEFTEC 2010 Brown and Caldwell May 15,2012 2
3 Outline Ammonia Sensors Ammonia Aeration Control Strategies Case Studies Close Brown and Caldwell May 15,2012 3
4 Ammonia/Nitrogen Sensors WTW Hach Endress + Hauser Brown and Caldwell May 15,2012 4
5 Santa Clara/San Jose Ammonia Sensor Evaluation Brown and Caldwell May 15,2012 Source: WEFTEC
6 Typical Aeration Basin Control Strategy DO Setpoint DO Controller/PLC Airflow M D.O. Set point Brown and Caldwell May 15,2012 6
7 Ammonia/Aeration Basin Control Strategies NH 4 Setpoint NH 4 Controller/PLC DO Setpoint DO Controller/PLC NH 4 Controller/PLC Airflow M NH 4 Airflow M D.O. NH 4 Set point Set point Ammonia Feedback Control Cascade to DO set point (or visa versa) Example NH4 < 1.5 mg/l then DO setpoint = 0.5 mg/l NH4 >1.6 mg/l then DO setpoint = 2.0 mg/l Brown and Caldwell May 15,2012 7
8 Ammonia Feed Forward Feedback Control NH 4 Controller/PLC NH 4 Setpoint(Max) NH 4 Airflow M NH 4 Set point Brown and Caldwell May 15,2012 8
9 Ammonia Feed Forward Feedback Control NH 4 Controller/PLC NH 4 Setpoint(Max) NH 4 Airflow M D.O. NH 4 Set point Brown and Caldwell May 15,2012 9
10 Case Example: J.D. Phillips WRF Flow: 8 mgd Design Capacity: 23.6 mgd MLE facility Blowers Small/Large Permit Ammonia ph Brown and Caldwell May 15,
11 Case Example: J.D. Phillips WRF Flow, mgd Primary Effluent Am mmonia, mg N/L Time, hours Flow Ammonia Brown and Caldwell May 15,
12 Case Example: J.D. Phillips WRF Initial Driver: Monitoring NH 3 Brown and Caldwell May 15,
13 Case Example: J.D. Phillips WRF Initial Control Strategy Ammonia cascade loop w/do control DO Setpoint Airflow DO Controller/PLC M D.O. NH 4 Controller/PLC NH 4 Set point Findings Biological response to ammonia slug was fast Control slow to adjust DO setpoint More complexity & difficult to control and tune Brown and Caldwell May 15,
14 Case Example: J.D. Phillips WRF NH 3 NO 3 DO NH 3 Primary Effluent) NH 3 DO NO 3 Brown and Caldwell May 15,
15 Case Example: J.D. Phillips WRF Base Aeration Control Strategy Item Pass B D Ammonia Control Value Effluent NH 4 Setpoint 1.5 mg /L 0.2 mg/l (am only) Comments Operator input Pass B Middle NH 4 Setpoint EffNH4 target * CF1 Algorithm from Historical (70% removal) trends Pass C NH 4 Setpoint EffNH4 target * CF2 (90 % removal) Check on Pass B Sensor Target D.O (Secondary) mg /L Filament control Pass C DO Control D.O Setpoint >0.5 mg /L Prevent denitrification in secondary clarifiers Brown and Caldwell May 15,
16 Case Example: J.D. Phillips WRF Pass B ammonia Pass B D.O. 3.0 Effluent Ammonia setpoint Source: WEFTEC 2010 Brown and Caldwell May 15,
17 Case Example: J.D. Phillips WRF Lessons Learned Sensors are reliable with proper maintenance Calibrate monthly 1 D2 hours/calibration/probe (recommend Hach kits ) Replace sensor caps every 6 months Algorithm takes time to develop and change 20% energy savings Save during offdpeaks Blower turndown essential Beneficial for plant nitrifier upsets PE difficult sensor application head of bioreactor for feed forward control Brown and Caldwell May 15,
18 Case Example 2 U.K. 42Stage Bardenpho Optimized DO Zone 1 = 2.0 mg/l Zone 2 = 2.1 mg/l Zone 3 = 1.6 mg/l Zone 4 = 0.5 mg/l Source: WST, 61.9,2010 Brown and Caldwell May 15,
19 Case Example 2 Aerated Zone Control Primary loop NH 4 Controller/PLC Secondary loop NH 4 Setpoint NH 4 Controller/PLC DO Setpoint DO Controller/PLC NH 4 Airflow M D.O. NH 4 Set point Aerated Zone DO setpoints based upon FeedDForward anoxic zone ammonia using process model correlations Brown and Caldwell May 15,
20 Case Example 2 U.K. 42Stage Bardenpho Min DO or airflow Source: WST, 61.9,2010 Brown and Caldwell May 15,
21 Case Example 2 U.K. 42Stage Bardenpho 20% airflow savings overall Source: WST, 61.9,2010 Brown and Caldwell May 15,
22 Case Example 2 U.K. 42Stage Bardenpho RTC Effluent ammonia setpointof of 1 mg/l Source: WST, 61.9,2010 Brown and Caldwell May 15,
23 Ammonia Aeration Control 2 General Need reliable and accurate sensors test sensors for requirements Control can be more complex Sensor outlay and maintenance More monitoring More maintenance (0.5 to 3 hours/week/device) Cascade loops lag times/fine tuning Historical treatment or process model algorithms FeedDforward provides greater safety w.r.t peak loadings Blower turndown Low D.O. bulking a concern especially if 1 st aerobic zone D.O. <2.0 mg/l Brown and Caldwell May 15,
24 Close Special Thanks Jay Hardison and Bill Hoyt, Colorado Springs Utilities Questions Brown and Caldwell May 15,
Sensors for Activated Sludge Aeration Control
October 23, 2012 Use of Ammonia and Nitrate Sensors for Activated Sludge Aeration Control Troy Morgan; Western Regional Process Analytical Manager Overview Sensors Available Optical - Nitrate / Nitrite
More informationEnergy Reduction and Biological Process Performance Improvements with Right-Sized Equipment and Next-Generation Process and Aeration Controls
52 nd Annual Conference October 2018 Energy Reduction and Biological Process Performance Improvements with Right-Sized Equipment and Next-Generation Process and Aeration Controls randy.chann@wastewater.com
More informationOWEA Annual Technical Conference and Exhibition Upgrading WRFs for Biological Nutrient Removal. June 25, 2015
OWEA Annual Technical Conference and Exhibition Upgrading WRFs for Biological Nutrient Removal June 25, 2015 Agenda Permitting and Planning BNR Overview Case Example Innovative Approaches Proactive Participation
More informationSHOULD WE KEEP DO FOR NITRIFICATION CONTROL?
SHOULD WE KEEP DO FOR NITRIFICATION CONTROL? The proof is in the Ammonium Electrodes Standards Certification Education & Training Publishing Conferences & Exhibits Speaker: Robert Lagrange 2012 ISA Water
More informationHistory of the Plant
History of the Plant Discharge began May 2008 Plant capacity as built 20 mgd Expansion capacity 30 mgd Beginning discharge approximately 5.5 6.0 mgd Currently discharging 7.5 mgd Activated Sludge treatment
More informationBioprocess Intelligent Operating System -Beyond Ammonia Control-
Bioprocess Intelligent Operating System -Beyond Ammonia Control- BioChem Technology, Inc. King of Prussia, PA May 20, 2015 Company Milestones 1978 Incorporation of BioChem Technology, Inc. as a pharmaceutical
More informationAeration System Automation: Controls Strategies to Maximize Energy Savings at Low Capital Cost
Aeration System Automation: Controls Strategies to Maximize Energy Savings at Low Capital Cost Amanda Poole, Jason Neighbors, David Green, Sue Baert, Chris Sosnowski, Derek Wold March 20, 2012 3:30 PM
More informationRTC-N: Modelling Ammonia-Based Aeration Control in Real Time for Deeper Process Control
RTC-N: Modelling Ammonia-Based Aeration Control in Real Time for Deeper Process Control By Bob Dabkowski, Application Development Manager, Hach Melody White, Application Development Manager, Hach Introduction
More informationThe Unexpected Consequences of Water Conservation on Water Reuse Facilities
The Unexpected Consequences of Water Conservation on Water Reuse Facilities Linda Sawyer Linda Sawyer 925.210.2536 LSawyer@brwncald.com WateReuse Northern California December 8, 2017 Water Conservation
More information2015 Spring Conference
2015 Spring Conference Meeting Strict Summer Permit Requirements on Day One: Start-up of the Western Wake Regional Water Reclamation Facility Chris White, PE April 13, 2015 Acknowledgements Town of Cary
More informationImplementation and Results of a Feed-Forward Process Controller
Implementation and Results of a Feed-Forward Process Controller Matthew Gray 1*, Jim McQuarrie 2, Steven Kestel 1, Heather Phillips 3, and Tilo Stahl 1 1 BioChem Technology, King of Prussia, PA 2 Metro
More informationPresentation Outline
Presentation Outline Nitrification/denitrification refresher Treatment technologies available for nitrification and BNR/ENR What is the problem? BNR/ENR VPDES permitting Causes of reduced BNR performance
More informationSHOULD WE KEEP DO FOR NITRIFICATION CONTROL?
SHOULD WE KEEP DO FOR NITRIFICATION CONTROL? THE PROOF IS IN THE AMMONIUM ELECTRODES Robert Lagrange 1 *, Sue Baert 2, Amanda Poole 3, Dave Green 3 and Nick Camin 4 1 Lagrange Consulting, 4310 Royal Mustang
More informationNITROGEN REMOVAL GRANT WEAVER, PE & WWTP OPERATOR PRESIDENT THE WATER PLANET COMPANY. Create Optimal Habitats
NITROGEN REMOVAL Create Optimal Habitats Recognize the Importance of People Skills Full-scale Experimentation GRANT WEAVER, PE & WWTP OPERATOR Regulatory Support Utility Support PRESIDENT THE WATER PLANET
More informationAdvanced Control in Water and Wastewater Systems
Advanced Control in Water and Wastewater Systems Mandy Poole, P.E. Jason Neighbors Dave Green June 6, 2014 AGENDA What is a control loop? Control Theory Pump Control Levels of Control Case study on Wastewater
More informationA Battle to Be the Best: A Comparison of Two Powerful Sidestream Treatment Technologies: Post Aerobic Digestion and Anammox
A Battle to Be the Best: A Comparison of Two Powerful Treatment Technologies: Post Aerobic Digestion and Anammox David Oerke/CH2M Tom Johnson/CH2M Bruce Johnson/CH2M Heidi Bauer/CH2M Steve Graziano/CH2M
More informationIntegrated real-time SRT and aeration control in the city of Grand Rapids
2016 MWEA 92 st Annual Conference Sunday, June 18 th - Wednesday, June 21 st Boyne Mountain Resort Integrated real-time SRT and aeration control in the city of Grand Rapids M. Lunn, City of Grand Rapids
More informationAltoona Westerly Wastewater Treatment Facility BNR Conversion with Wet Weather Accommodation
Pennsylvania Water Environment Federation PennTEC Annual Technical Conference June 4, 2013 Altoona Westerly Wastewater Treatment Facility BNR Conversion with Wet Weather Accommodation Presented by: Jim
More informationOn-Line Nutrient Monitoring-Operator s Job Got Easier
On-Line Nutrient Monitoring-Operator s Job Got Easier Viraj desilva, PhD, PE, BCEE American Structurepoint, Inc. June 24, 2015 2015 OWEA Conference - Sandusky, Ohio 1 Presentation Outline Introduction
More informationMEMBRANE AERATED BIOFILM REACTORS OXYGENATED FUN WITH LESS CARBON COST KELLY MARTIN AND SANDEEP SATHYAMOORTHY
MEMBRANE AERATED BIOFILM REACTORS OXYGENATED FUN WITH LESS CARBON COST KELLY MARTIN AND SANDEEP SATHYAMOORTHY AGENDA Background Commercialized Technology Concept Evaluation 2 BACKGROUND 3 THE MABR PROVIDES
More informationShort-Cut Nitrogen Removal: A State of the Art Review
Short-Cut Nitrogen Removal: A State of the Art Review Jose Jimenez, Ph.D., P.E. Brown and Caldwell Outline Introduction Overview of nitrogen (N) removal in wastewater Conventional N removal Nitritation-Denitritation/
More information20 Years of Nutrient Removal City of Beloit
20 Years of Nutrient Removal City of Beloit Leon Downing, PhD, PE, & Bill Marten, PE, BCEE Donohue Harry Mathos & Nate Tillis City of Beloit IWEA Nutrient Removal and Recovery Workshop September 12, 2013
More informationOperation and Control of Multiple BNR Processes in One WWTP
Operation and Control of Multiple BNR Processes in One WWTP CENTRAL PLANT Williamsport Sanitary Authority s Chesapeake Bay and CSO Compliance Program Presented by: Phil Anderson 1 June 24, 2015 Purpose
More informationBEING GOOD STEWARDS: IMPROVING EFFLUENT QUALITY ON A BARRIER ISLAND. 1.0 Executive Summary
BEING GOOD STEWARDS: IMPROVING EFFLUENT QUALITY ON A BARRIER ISLAND Brett T. Messner, PE, Tetra Tech, Inc., 201 E Pine St, Suite 1000, Orlando, FL 32801 Brett.Messner@tetratech.com, Ph: 239-851-1225 Fred
More informationThe following biological nutrient removal processes were evaluated in detail in the 2016 Liquid Processing Facilities Plan:
Nitrite Shunt Pilot Project Purpose: The purpose of this project is to full scale pilot test the nitrite shunt biological nutrient removal process to confirm process design criteria, impacts to sludge
More informationAndrea Nifong, World Water Works (formerly HRSD) Stephanie Klaus, VT & HRSD
Recommendations and Lessons Learned from the Startup of the First Two Full-Scale Sidestream Deammonification Processes in North America: DEMON and ANITA Mox Andrea Nifong, World Water Works (formerly HRSD)
More information4-1-1 New Aeration Control System Based on Ammonium Measurements : Effect on Energy Saving and Denitrification in an Aerobic Tank
-1-1 New Aeration Control System Based on Ammonium easurements : Effect on Energy Saving and Denitrification in an Aerobic Tank Aki Hamamoto 1*, Kouichi Sato 1, Syungo Aida 2, akoto Shimoike 2 1 Tokyo
More information1/22/2013. Low Energy Process Control
Low Energy Process Control January 23 rd, 213 1 WEF Webcast Low Energy Process Control Ammonia based aeration control Leiv RIEGER, inctrl Solutions Inc., Canada Acknowledgement Peter L. Dold, EnviroSim
More informationAddendum I to Request for Qualifications for Large Capital Projects Engineering Services
Purchasing Department (O) 864.299.4000 (F) 864.277.5852 561 Mauldin Rd. Greenville, SC 29607 www.rewaonline.org Addendum I to Request for Qualifications for Large Capital Projects Engineering Services
More informationEnergy Savings Through Denitrification
Energy Savings Through Denitrification If Your Plant Nitrifies, Why Not Make it Denitrify Brett Ward Utility Operations Consultant Municipal Technical Advisory Service The University of Tennessee 1 Nitrate,
More information2015 ISA Water / Wastewater and Automatic Controls Symposium August 4-6, 2015 Orlando, Florida, USA
Standards Certification Education & Training Publishing Conferences & Exhibits Utilizing Instrumentation and Control Tuning for BNR Optimization Speakers: Craig Fuller, AECOM Technical Services Norman
More informationFeedforward-feedback control of dissolved oxygen concentration in a predenitrification system
Bioprocess Biosyst Eng (2005) 27: 223 228 DOI 10.1007/s00449-004-0390-0 ORIGINAL PAPERS Ma Yong Æ Peng Yongzhen Æ Wang Shuying Feedforward-feedback control of dissolved oxygen concentration in a predenitrification
More informationPlanning for the Future Battle Creek s Approach to Upgrading its Secondary Treatment Processes
Planning for the Future Battle Creek s Approach to Upgrading its Secondary Treatment Processes Michigan Water Environment Association Annual Conference June 21, 2016 Richard Beardslee, City of Battle Creek
More informationComparison of Three Wet Weather Flow Treatment Alternatives to Increase Plant Capacity
CSWEA 2013 Comparison of Three Wet Weather Flow Treatment Alternatives to Increase Plant Capacity Don Esping, Denny Parker, Jose Jimenez, Fenghua Yang, Tim Bate, Steve Arant May 16 2013 Milwaukee MSD South
More informationAn Innovative Approach to Retrofitting for Nitrogen Removal
June 29, 2017 An Innovative Approach to Retrofitting for Nitrogen Removal OWEA 2017 TECHNICAL CONFERENCE & EXPO Innovation From Wikipedia: The application of better solutions that meet new requirements.
More informationAmerican Water College 2010
Vocabulary Activated Sludge (Part 1) Activated Sludge Sludge particles produced in raw or settled wastewater (primary effluent) by the growth of organisms (including zoogleal bacteria) in aeration tanks
More informationMaureen O Shaughnessy. Prince William County Service Authority
Maureen O Shaughnessy Prince William County Service Authority Facility Description Overview Operational Flexibility Liquids: Nitrogen Removal Power Solids Summary Featherstone Pump Station H.L. Mooney
More informationAERATION BLOWERS THEY ARE NOT ALL EQUAL Ken Brischke MWH 1801 California Street, Suite 2900, Denver CO, 80202
AERATION BLOWERS THEY ARE NOT ALL EQUAL Ken Brischke MWH 1801 California Street, Suite 2900, Denver CO, 80202 Abstract Aeration of the activated sludge process in a typical suspended growth wastewater
More informationCITY OF WILSON WRF ACHIEVEMENTS IN TOTAL NITROGEN AND PHOSHPORUS REDUCTION BELOW ENR LEVELS
CITY OF WILSON WRF ACHIEVEMENTS IN TOTAL NITROGEN AND PHOSHPORUS REDUCTION BELOW ENR LEVELS Samuel A. Ledwell*, Environmental Operating Solutions, Inc. 160 MacArthur Blvd, Bourne, MA 02532. sledwell@eosenvironmental.com
More informationAdvances in Nitrogen and Phosphorus Removal at Low DO Conditions
Advances in Nitrogen and Phosphorus Removal at Low DO Conditions Pusker Regmi Vail Operator Training Seminar 13 October, 2016 Wastewater Treatment and Energy The water quality industry is currently facing
More informationSince 2009, the 7-mil-gal-per-day (mgd)
F W R J Wastewater Ephemeralization: Achieving Better Treatment with Less Energy and Chemicals Albert Bock Albert Bock is wastewater operations supervisor with Bay County Utility Services in Panama City.
More informationRE ENGINEERING O&M PRACTICES TO GET NITROGEN & PHOSPHORUS REMOVAL WITHOUT FACILITY UPGRADES
RE ENGINEERING O&M PRACTICES TO GET NITROGEN & PHOSPHORUS REMOVAL WITHOUT FACILITY UPGRADES GRANT WEAVER, PE & WASTEWATER OPERATOR WISCONSIN WASTEWATER OPERATORS ASSOCIATION WISCONSIN DELLS, WI OCTOBER
More informationGlobal Leaders in Biological Wastewater Treatment
Global Leaders in Biological Wastewater Treatment OVERVIEW OF ANOXKALDNES AnoxKaldnes is a global provider of leading-edge biological processes for wastewater treatment. The head-office is in Sweden. There
More informationSECTION 8.0 NEWPCC SECOND PRIORITY CONTROL ALTERNATIVES
SECTION 8.0 NEWPCC SECOND PRIORITY CONTROL ALTERNATIVES 8.1 PREAMBLE Table 8.1 below indicates the target ammonia concentrations for the Best Practicable and the Second Priority Levels of Control for the
More information2015 HDR, Inc., all rights reserved.
2015 HDR, Inc., all rights reserved. Hastings Utilities Water Pollution Control Facility Improvements Brian Bakke, HDR ASCE Environmental Conference 4/6/2017 Review Existing Facilities Need for the Project
More informationEnergy Reduction and Nutrient Removal in WWTPs Using Feed- Forward Process Control
Energy Reduction and Nutrient Removal in WWTPs Using Feed- Forward Process Control Tilo Stahl, Ph.D. 1 *, George Lee 1, Matthew Gray 1, P.E, Steven Kestel 1 1 BioChem Technology, Inc., King of Prussia,
More informationSecondary Treatment Process Control
SARBS One-Day Training Seminar Phoenix Club, Anaheim Secondary Treatment Process Control Graham Juby June 5, 2013 Objectives Provide an understanding of nitrogen removal process interactions to support
More informationAeration Basics the Bug s Eye View
Aeration Basics the Bug s Eye View Leonard E. Ripley, Ph.D., P.E., BCEE Senior Environmental Engineer Freese and Nichols, Inc. WEAT Electrical & Instrumentation Seminar March 20, 2019 Why Do We Aerate?
More informationCity of Loveland Nutrient Removal Evaluation Final Report
City of Loveland Nutrient Removal Evaluation Final Report Prepared for Prepared by March 28, 2014 Table of Contents Executive Summary... ES 1 Introduction... ES 1 Process Modeling of Nutrient Removal
More informationUPGRADING FOR TOTAL NITROGEN REMOVAL WITH A POROUS MEDIA IFAS SYSTEM
UPGRADING FOR TOTAL NITROGEN REMOVAL WITH A POROUS MEDIA IFAS SYSTEM T. Masterson, J. Federico, G. Hedman, S. Duerr BETA Group, Inc. 6 Blackstone Valley Place Lincoln, Rhode Island 02865 ABSTRACT The Westerly,
More informationChoices to Address Filamentous Growth
Michigan Water Environment Association Process Seminar November 12, 2015 Choices to Address Filamentous Growth Richard Beardslee City of Battle Creek Nathan Cassity Donohue & Associates Outline Battle
More informationIncreased Wastewater Strength in Arizona Recent Trends and Impacts to Facility Design
Increased Wastewater Strength in Arizona Recent Trends and Impacts to Facility Design Presented by: Carlos Lopez and Andrew Gilmore October 20, 2015 Stronger Wastewater Affects Plant Capacity, Operation,
More informationReview of WEFTEC 2016 Challenge & Overview of 2017 Event. Malcolm Fabiyi, PhD, MBA Spencer Snowling, PhD. P.Eng
Review of WEFTEC 2016 Challenge & Overview of 2017 Event Malcolm Fabiyi, PhD, MBA Spencer Snowling, PhD. P.Eng Agenda Review 2016 Challenge Provide overview of updates to 2017 event Frequency WEFTEC Scores
More informationEmerging Issues in the Water/Wastewater Industry. Austin s Full-Scale Step-BNR Demonstration
Summer Seminar Emerging Issues in the Water/Wastewater Industry Austin s Full-Scale Step-BNR Demonstration Rajendra P. Bhattarai, P.E., DEE Austin Water Utility, City of Austin 625 East 10 th Street, Suite
More informationGeneral Operational Considerations in Nutrient and Wet Weather Flow Management for Wastewater Treatment Facilities Part II
General Operational Considerations in Nutrient and Wet Weather Flow Management for Wastewater Treatment Facilities Part II Samuel Jeyanayagam, PhD, PE, BCEE Julian Sandino, PhD, PE, BCEE Ohio WEA Plant
More informationTroubleshooting Activated Sludge Processes. PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E.
Troubleshooting Activated Sludge Processes PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E. Outline Process Types & Kinetics Influent Monitoring Process Monitoring
More informationNutrient Removal Optimization at the Fairview WWTP
Alyssa Mayer, PE Principal Engineer Nutrient Removal Optimization at the Fairview WWTP Mark Strahota, PE Associate Presentation Overview Project Background Process Model Development BNR Design Considerations
More informationMaking Your Plant Denitrify
Making Your Plant Denitrify Control the Process and Reap the Benefits Brett Ward Utility Operations Consultant Municipal Technical Advisory Service The University of Tennessee 1 Why Denitrify? Required
More informationTechnologies for Sustainable Wastewater Treatment. Nitrogen Removal from Sludge Dewatering Liquor
Technologies for Sustainable Wastewater Treatment Nitrogen Removal from Sludge Dewatering Liquor For every 1 mil. gal. of water treated: 330 lbs. N Primary Settler Primary Sludge (30 lbs. N) Waste Activated
More informationEvaluation Of Aeration Control
Evaluation Of Aeration Control Randal Samstag - Carollo Engineers Carol Nelson and Curtis Steinke King County DNRP PNCWA ANNUAL CONFERENCE 24 Outline Introduction Aeration control Why is it important?
More informationSimultaneous Nutrient Removal: Quantification, Design, and Operation. Leon Downing, Ph.D., PE Donohue & Associates
Simultaneous Nutrient Removal: Quantification, Design, and Operation Leon Downing, Ph.D., PE Donohue & Associates Simultaneous Nutrient Removal Simultaneous nitrification, denitrification, and potentially
More informationAquaNereda Aerobic Granular Sludge Technology
Aerobic Granular Sludge AquaNereda Aerobic Granular Sludge Technology The AquaNereda Aerobic Granular Sludge (AGS) Technology is an innovative biological wastewater treatment technology that provides advanced
More informationPima County Receives A+ for ROMP Upgrades
Pima County Receives A+ for ROMP Upgrades 2015 Arizona WateReuse Symposium Jerry Bish PE, BCEE July 27, 2015 1 Pima County, Arizona Regional Water Reclamation Department Serves Nearly 1,000,000 Customers
More informationImproving Nutrient Removal While Reducing Energy Use at Three Swiss WWTPs Using Advanced Control
Improving Nutrient Removal While Reducing Energy Use at Three Swiss WWTPs Using Advanced Control Leiv Rieger 1,2 *, Imre Takács 3, Hansruedi Siegrist 1 ABSTRACT: Aeration consumes about 60% of the total
More informationOptimizing Nutrient Removal. PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E.
Optimizing Nutrient Removal PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E. Types of Optimization Outline Wastewater Characterization BNR Optimization N Removal
More informationAn Efficient Aeration Strategy Sits on a Three-Legged Stool
October 13, 2016 An Efficient Aeration Strategy Sits on a Three-Legged Stool A Case Study of Brookfield, WI by Wendy Raisbeck Outline Aeration Efficiency Stool Existing Conditions and Project Goals Aeration
More informationPima County Regional Optimization Master Plan
Pima County Regional Optimization Master Plan Proposed extent of screen enclosure Existing and Expanded Ina Road WPCF Approximately 160 acres Sports Park Michael Gritzuk, P.E., Director Edward Curley,
More informationAnalytical Instrumentation for Wastewater Monitoring
January 23, 2014 Analytical Instrumentation for Wastewater Monitoring ONLINE MONITORING FOR INDUSTRIAL WWT APPLICATIONS 1 Did you see this? It is sooo cold. 2 Rob Smith, P.E., BCEE, Ph.D. Applications
More informationDesign, Construction and Startup of the First Enhanced Nutrient Removal Plant in Maryland Funded by the Chesapeake Bay Restoration Fund
Design, Construction and Startup of the First Enhanced Nutrient Removal Plant in Maryland Funded by the Chesapeake Bay Restoration Fund Rip Copithorn, Jeff Sturdevant, Vince Maillard GHD Clients People
More informationWastewater Nitrogen Removal
Wastewater Nitrogen Removal Bill McAllister, P.E. AMI Conference on Worker Safety, Human Resources, and the Environment Kansas City, MO March 9, 2011 Outline Presentation Background Biological Nitrogen
More informationStartup and Performance of the World s first Large Scale Primary Dissolved Air Floatation Clarifier ABSTRACT KEYWORDS INTRODUCTION
Startup and Performance of the World s first Large Scale Primary Dissolved Air Floatation Clarifier Bruce R. Johnson 1 *, Jennifer Phillips 2, Tim Bauer 3, Greg Smith 4, George Smith 5, John Sherlock 6
More informationComparison of Three Wet Weather Flow Treatment Alternatives to Increase Plant Capacity
OWEA 2013 Comparison of Three Wet Weather Flow Treatment Alternatives to Increase Plant Capacity Don Esping, Denny Parker, Jose Jimenez, Fenghua Yang, Tim Bate, Steve Arant June 19 2013 Outline Background/Goals
More informationMWRD PWO Seminar - Berlin.pptx/ 1
1 Reinventing Wastewater From Wastestream to Resource MWRD PWO Seminar May 23, 2012 Jeff Berlin, P.E. This seminar is focused on advances in energy and resource recovery in wastewater 7:30am-8:00am Speaker
More informationJames Winslade Instructor, Environmental Resources Training Center Southern Illinois University-Edwardsville
James Winslade Instructor, Environmental Resources Training Center Southern Illinois University-Edwardsville In Memory of Steven Fiepke Chief Operator Village of Algonquin WWTP Skilled in Operation Dedicated
More informationCity of Andover, Kansas Energy Assessment-Wastewater Treatment Plant
City of Andover, Kansas Energy Assessment-Wastewater Treatment Plant April 7, 2014 Prepared by Jerry Blain, P.E., Project Associate Environmental Finance Center Funding for this Energy Assessment was provided
More informationSIMPLE and FLEXIBLE ENERGY SAVINGS And PERFORMANCE ENHANCEMENT for OXIDATION DITCH UPGRADES
SIMPLE and FLEXIBLE ENERGY SAVINGS And PERFORMANCE ENHANCEMENT for OXIDATION DITCH UPGRADES Oxidation ditches are very popular wastewater treatment processes for small to medium sized municipalities that
More informationAqua MSBR MODIFIED SEQUENCING BATCH REACTOR
MODIFIED SEQUENCING BATCH REACTOR MODIFIED SEQUENCING BATCH REACTOR For over three decades, Aqua-Aerobic Systems has led the industry in sequencing batch reactor technology with performance proven and
More informationProprietary AquaTron technology incorporates three (3) innovative features that increase its efficiency and reduces cost:
THE AQUATRON The Technology The AquaTron is the result of over twenty years of research, development, testing and practical experience. Using the principles of the activated sludge biological process,
More informationMainstream ANITA Mox Pilot Testing at Los Angeles County Joint Water Pollution Control Plant. Meg Hollowed Veolia Water Technologies
Mainstream ANITA Mox Pilot Testing at Los Angeles County Joint Water Pollution Control Plant Meg Hollowed Veolia Water Technologies Presentation Outline Background Sidestream vs. Mainstream Deammonification
More informationTales from the Field: Troubleshooting Denitrification
Tales from the Field: Troubleshooting Denitrification OWEA Plant Operations Conference North Pointe Conference Center May 21, 2014 Jon van Dommelen Ohio EPA Compliance Assistance Unit Denitrification Denitrification
More informationTesting of Advanced On-line Meters
Testing of Advanced On-line Meters Stephanie Vermande 1*, Rong Liu 1, Alex Ekster 1 1 City of San Jose San Jose/Santa Clara Water Pollution Control Plant *To whom correspondence should be addressed. Email:
More informationMODEL-BASED AERATION SYSTEMS DESIGN - CASE STUDY NANSEMOND WWTP
MODEL-BASED AERATION SYSTEMS DESIGN - CASE STUDY NANSEMOND WWTP Leiv Rieger 1*, Charles B. Bott 2, William J. Balzer 2 and Richard M. Jones 1 1 EnviroSim Associates Ltd., Hamilton, Ontario, Canada. 2 HRSD
More informationBy Jack Wendler/Ripon WWTF
By Jack Wendler/Ripon WWTF Design 1.8 MGD Discharge Limits Parameter Week Average Limit Monthly Average Limit BOD, mg/l (Varying based on 8.2-16 8.2-16 time of year) TSS, mg/l 10 10 Ammonia, mg/l (Varying
More informationIndustrial WWTP Operational Support: Nitrification Upset During the Polar Vortex. Leigh-Ann Dudley. NC AWWA-WEA 2014 Annual Conference
Industrial WWTP Operational Support: Nitrification Upset During the Polar Vortex Leigh-Ann Dudley NC AWWA-WEA 2014 Annual Conference Agenda Facility Overview Upset Event Risk Factors Causes Recovery strategy
More informationOSCAR Process Performance Optimizer FOR BIOLOGICAL TREATMENT PROCESSES
OSCAR Process Performance Optimizer FOR BIOLOGICAL TREATMENT PROCESSES Real-time control adds up to optimized performance. The benefits of an OSCAR system are clear. The OSCAR control system is a customizable,
More informationWASTEWATER TREATMENT PLANT MASTER PLAN 6. BUSINESS CASE EVALUATION OF ALTERNATIVES
WASTEWATER TREATMENT PLANT MASTER PLAN 6. BUSINESS CASE EVALUATION OF ALTERNATIVES A range of potential ammonia limits were identified for alternatives evaluation, as discussed in Section 2.2.5. This chapter
More informationCity of Elk River Wastewater Treatment Facility Improvements. Achieving Wastewater Treatment Goals
City of Elk River Wastewater Treatment Facility Improvements Achieving Wastewater Treatment Goals By Tejpal Bala, P.E. Bolton & Menk, Inc. The City of Elk River received a new NPDES permit and the existing
More informationCOLD WEATHER NITRIFICATION OF LAGOON EFFLUENT USING A MOVING BED BIOFILM REACTOR (MBBR) TREATMENT PROCESS
ABSTRACT COLD WEATHER NITRIFICATION OF LAGOON EFFLUENT USING A MOVING BED BIOFILM REACTOR (MBBR) TREATMENT PROCESS Mr. Flemming G. Wessman 1 and Mr. Chandler H. Johnson 1 AnoxKaldnes, Inc., 58 Weybosset
More informationNITROGEN REMOVAL GUIDE FOR WASTEWATER OPERATORS THE WATER PLANET COMPANY FORMS OF NITROGEN OF INTEREST TO WASTEWATER OPERATORS
NITROGEN REMOVAL GUIDE FOR WASTEWATER OPERATORS THE WATER PLANET COMPANY www.cleanwaterops.com FORMS OF NITROGEN OF INTEREST TO WASTEWATER OPERATORS Nitrogen exists in several forms. The principal nitrogen
More informationAppendix D JWPCP Background and NDN
Appendix D JWPCP Background and NDN JWPCP Background JWPCP Water Quality Primary Clarifiers HPO Reactors Final Clarifiers Unit Influent Primary Effluent Secondary Effluent BOD mg/l 460 240
More informationWe Know Water. AnoxKaldnes. Moving Bed Biofilm Reactor (MBBR) Integrated Fixed-Film Activated Sludge (IFAS) and ANITA Mox Deammonification
We Know Water AnoxKaldnes Moving Bed Biofilm Reactor (MBBR) Integrated Fixed-Film Activated Sludge (IFAS) and ANITA Mox Deammonification WATER TECHNOLOGIES AnoxKaldnes MBBR and Hybas Processes AnoxKaldnes
More informationControl possibilities in wastewater treatment
Control possibilities in wastewater treatment Gustaf Olsson Lund University, Sweden Università Degli Studi di Palermo 13 March 2014 Content Introduction - why ICA (Instrumentation, Control and Automation)
More information2006 R&D SEMINAR SERIES WELCOME TO THE JULY EDITION OF THE 2011 M&R SEMINAR SERIES
2006 R&D SEMINAR SERIES WELCOME TO THE JULY EDITION OF THE 2011 M&R SEMINAR SERIES BEFORE WE BEGIN SILENCE CELL PHONES & PAGERS QUESTION AND ANSWER SESSION WILL FOLLOW PRESENTATION SEMINAR SLIDES WILL
More informationENHANCING THE PERFORMANCE OF OXIDATION DITCHES. Larry W. Moore, Ph.D., P.E., DEE Professor of Environmental Engineering The University of Memphis
ENHANCING THE PERFORMANCE OF OXIDATION DITCHES Larry W. Moore, Ph.D., P.E., DEE Professor of Environmental Engineering The University of Memphis ABSTRACT Oxidation ditches are very popular wastewater treatment
More informationEfficient Design Configurations for Biological Nutrient Removal
Efficient Design Configurations for Biological Nutrient Removal A Case Study: Upper Blackstone Water Pollution Abatement District Jane E. Madden, P.E., BCEE August 30, 2017 UBWPAD Wastewater Treatment
More informationquality improvement and GHG reduction in
New approaches to the coexistence of water quality improvement and GHG reduction in wastewater treatment Challenges of the Bureau of Sewerage, Tokyo Metropolitan Government toward the shift in operation
More informationASA Analytics ChemScan Process Analyzer. Reprint
ASA Analytics ChemScan Process Analyzer Reprint Pushing the Limits of Technology: Performance and Operations Considerations for Plants Operating High-Level Nitrogen Removal Processes Published by: Applied
More informationOvivo Carrousel Systems
Ovivo Carrousel Systems Ovivo (formerly Eimco Water Technologies) has been providing Carrousel Systems since 1979. With over 700 installations, we have continuously improved the technology over the last
More informationISAM SBR with Blower Assisted Jet Aeration Design Calculations For Lyons, CO WWTP Upgrade
ISAM SBR with Blower Assisted Jet Aeration Design Calculations For Lyons, CO WWTP Upgrade May. 28, 2013 A. Site Conditions 1. Site elevation = 5,322 ft MSL 2. Average barometric pressure = 12.07 psia 3.
More information