Pathogen Removal Mechanisms and Pathogen Credits in MBR-Based Potable Reuse Trains

Size: px
Start display at page:

Download "Pathogen Removal Mechanisms and Pathogen Credits in MBR-Based Potable Reuse Trains"

Transcription

1 Pathogen Removal Mechanisms and Pathogen Credits in MBR-Based Potable Reuse Trains Ufuk G. Erdal, PhD, PE 2017 NWRI Clarke Conference 10/20/2017 1

2 Outline Background Objectives Comparison of Pathogen Credits MBR Pathogen Removal Mechanisms Approaches to Improve Pathogen Removals in an MBR Based AWTF Discussion Questions and Comments 2

3 Background Currently full advanced treatment (FAT) consisting of RO and AOP is required to meet GWRR via subsurface injection MF for pretreatment of RO Very effective; meets all primary and secondary MCLs, notification level chemicals, and other requirements MICROFILTRATION REVERSE OSMOSIS UVAOP DECARBONATOR OCSD PLANT #1 SEC. EFF SODIUM HYPOCHLORITE BW Waste to WWTP Influent ANTISCALANT SULFURIC ACID RO CONC. OCSD OCEAN OUTFALL H2O2 LIME TO BARRIER INJECTION WELLS AND SPREADING BASINS 3

4 MBR AT FAT Comparison of Pathogen Credits Primary and Secondary MF/UF RO UVAOP Treatment 1 6-Month Retention in Ground Total Minimum LRV for GWR via Injection Crypto Giardia Virus MBR RO UVAOP 6-Month Retention in Ground Total Minimum LRV for GWR via Injection Crypto Giardia Virus Based on lower 10 th percentile values, Rose (2004) 4

5 Background and Objective Due to lack of DIT or other approved methods to assess membrane integrity, no pathogen credits have been given to MBR in many states. Several questions arise. Can we apply DIT to MBR systems for pathogen credits? Can MBR, in reality, achieve better pathogen removal? What surrogate we can use to assess membrane integrity? Can MBR deserve pathogen credit? How can we improve pathogen credits in an MBR based AWTF? Objective is to provide answers to above questions. 5

6 MBR Pathogen Removal Mechanisms 6

7 1. Direct Removal via Size Exclusion - Molecules larger than membrane pore sizes will be rejected regardless of their surface properties (i.e., charge, polarity) 4 µ 0.1 µ

8 2. Absorption into Biomass (MLSS) and Sequential Removal through Membrane Filtration 0.1 µ Floc

9 3. Pore Blocking - Large molecules block the pores of the membranes and restrict passage of small viruses CH 0.1 µ

10 4. Reduction of Effective Pore Size due to Biofilm Growth, Gel and Cake Layer Formation on Membrane Surface and Pores 0.1 µ

11 5. Self Healing of Damaged Membranes 0.1 µ

12 Can We Apply DIT to MBR Systems? DIT begins by pressurizing membrane fibers from inside to approximately psi about seconds. Once the pressure is stabilized the pressure source was isolated and the decay test started. The pressure was recorded over a 5-minute, or till the pressure decreased to the minimum permissible pressure as required by the test resolution, whichever occurred first. Daily pressure decay test Calculate pathogen removal 12

13 Concerns with DIT in MBR Systems DIT test pressure is relatively high and cannot be applied to flat sheet MBR membranes DIT test pressure also exceeds most of the MBR hollow fiber membrane suppliers pressure requirements (3-5 psi) 13

14 Concerns with DIT in MBR Systems Lack of correlation between PDT and LRV in MBR; due to the action of mechanisms other than pure size exclusion Pore blocking, cake and gel layer formation Presence of predator organisms that consume pathogenic organisms Absorption of pathogens to MLSS and their removal thru membrane filtration and periodic sludge wasting VCF? 14

15 Continuous Monitoring of Turbidity Limited data collected from NV tests indicate good correlation between MBR permeate turbidity and MS-2 LRV 15

16 Australian Experience In Australia, Amos Branch and Pierre Le-Clech (2015) documented LRVs for MBR systems. Based on the data collected, they proposed the following LRV credits: For MBR systems, with 95 th percentile permeate turbidity 0.4 NTU, and 95 th percentile flux 16.9 gfd Virus LRV: 1.5, Protozoa LRV: 2.0 and Bacteria LRV:4.0 With membrane nominal pore size <0.1 µ, with 95 th percentile turbidity 0.3 NTU and flux never exceeding 17.7 gfd. Virus LRV: 1.5, Protozoa LRV: 4.0 and Bacteria LRV:4.0 16

17 Now DDW is Providing Conditional Approval for MBR Projects in CA If 95 th percentile turbidity <0.2 NTU and some other conditions meet: Virus LRV: 1.5, Crypto LRV:2.0 and Giardia LRV: 2.0 Is it enough to meet pathogen LRVs? MBR RO UVAOP 6-Month Retention in Ground Total Minimum LRV for GWR via Injection Crypto Giardia Virus

18 Approaches to Improve Pathogen Credits in an MBR Based AWTF 1. Get better pathogen credits for RO systems 2. Explore options to get better credit for UVAOP 3. Incorporate additional treatment processes into AWTF 18

19 1. Get Better Pathogen Credits for RO 19

20 Why Are We Getting ~2-log LRV for RO? Conductivity monitoring is widely used method to assess RO performance (i.e. salt passage) Easy to implement with a relatively low cost However, resolution of this method is low (up to 2-log) CF CP LRV RO=log(C F /C P ) 20

21 Cond. DLRV=2.3 DLRV=2.4 TRASAR MS-2 Observed TRASAR TRASAR dye dosage in RO feed= ppb TRASAR dye in permeate= ppb LRV can be reliably demonstrated with TRASAR (Fues, 2017) 21

22 2. Explore Better Pathogen Credits for UVAOP 22

23 Can We Get Better Pathogen Credits for UVAOP? Given that UVAOP gets 6-log credit for V/G/C 23

24 UVAOP Design UVAOP is designed to meet <10 ng/l NDMA Minimum 0.5-log 1,4-dioxane removal UV doses >850 mj/cm2 are needed for 0.5-log 1,4-diaxone removal Multiple reactors/banks are operated in series to deliver the target UV dose Each reactor/bank is operated and monitored independently 24

25 UVAOP Validation at Oxnard UVAOP was designed to meet Minimum 1.2-log NDMA removal Minimum 4-log MS-2 Inactivation Three chambers in series each has two reactors, (total of 6 reactors), each reactor has 72 lamps At MS-2 RED Dose of 115 mj/cm2, each reactor can achieve >>4-log Crypto and Giardia inactivation At an assumed validation factor of 3 for Crypto, five reactors in series could achieve >20-log Crypto and Giardia Inactivation 25

26 Disinfection Processes in Series vs. UVAOP Disinfection processes in series each may get up to 6 log pathogen credit (up to 12-log total) For systems with multiple UVAOP reactors in series, may deserve credit for each reactor if all the monitoring requirements are met? UVAOP + Free Chlorine Ozone + UV Ozone + UVAOP UVAOP+ Low Dose UV Chlorine + UVAOP Are these disinfection processes in series different than UVAOP reactors in series? 26

27 3. Add a UV Disinfection System to MBR Based Train 27

28 UV Dose Requirements A validation factor must be applied to these UV doses for full-scale operation 28

29 Where Can We Put UV Disinfection? After MF/UF (Before RO) Lower UVT (typically 70-78%) Without residual chlorine does not provide effective biological fouling control for RO After RO Higher UVT (typically 95-98%) Reduces both CAPEX and O&M Costs MBR UV RO AOP MBR RO UV AOP MBR RO AOP UV 29

30 Discussion and Conclusions MBR is a robust secondary treatment technology that produces solids free effluent and effectively removes all particulate material and most of the pathogens Using TRASAR, Rhodamine Dye, TOC, Sulfate may provide 2-log additional LRV for RO over conductivity monitoring UVAOP may deserve a better pathogen credits than currently given UV disinfection with <50 mj/cm 2 dose can provide 4-log Crypto and Giardia inactivation 30

31 Questions and Comments

Developing the Design Basis for the World s Largest Full-Scale UV/HOCl AOP System

Developing the Design Basis for the World s Largest Full-Scale UV/HOCl AOP System Developing the Design Basis for the World s Largest Full-Scale UV/HOCl AOP System David Hokanson, Ph.D., P.E. 1, Yan Qu, Ph.D. 1, Aleks Pisarenko, Ph.D. 2, Shane Trussell, Ph.D., P.E. 2, Anthony Van 3

More information

Can MBR Eliminate Additional Disinfection? A Case Study. Ufuk Erdal, PhD, PE, CH2M Jonathan Vorheis, PE, CH2M July 17, 2015

Can MBR Eliminate Additional Disinfection? A Case Study. Ufuk Erdal, PhD, PE, CH2M Jonathan Vorheis, PE, CH2M July 17, 2015 Can MBR Eliminate Additional Disinfection? A Case Study Ufuk Erdal, PhD, PE, CH2M Jonathan Vorheis, PE, CH2M July 17, 2015 2 Acknowledgement We sincerely thank to co-authors for their valuable contribution

More information

IPR Case Studies and Issues for DPR

IPR Case Studies and Issues for DPR IPR Case Studies and Issues for DPR WateReuse 2013 San Diego Chapter May 8, 2013 San Diego, California Greg Bradshaw Innovative Solutions for Water and the Environment Agenda AWT, AWPF or FAT Public Perception

More information

The Evolution of the World s Largest Advanced Water Purification Project for Potable Reuse

The Evolution of the World s Largest Advanced Water Purification Project for Potable Reuse The Evolution of the World s Largest Advanced Water Purification Project for Potable Reuse Denis R. Bilodeau, P.E. President Orange County Water District July 30, 2018 ORANGE COUNTY WATER DISTRICT (OCWD)

More information

Water Treatment Technology

Water Treatment Technology Lecture 4: Membrane Processes Technology in water treatment (Part I) Water Treatment Technology Water Resources Engineering Civil Engineering ENGC 6305 Dr. Fahid Rabah PhD. PE. 1 Membrane Processes Technology

More information

WATEREUSE LA CHAPTER MEETING INITIAL EXPANSION OF OCWD GWRS

WATEREUSE LA CHAPTER MEETING INITIAL EXPANSION OF OCWD GWRS 8 Octob ber 2013 WATEREUSE LA CHAPTER MEETING INITIAL EXPANSION OF OCWD GWRS ANDREW LAZENBY, SUNNY WANG, AND MEHUL PATEL INITIAL EXPANSION OF ORANGECOUNTY WATER DISTRICT'SS GROUNDWATER REPLENISHMENT SYSTEM

More information

Water Reuse: Solution for Water Supply

Water Reuse: Solution for Water Supply Water Reuse: Solution for Water Supply Chamindra Dassanayake (CD), PhD, P.E. Kevin Alexander, P.E. August 22, 2014 The Membrane Technology Consultants Overview Water Reuse Definitions Drivers Mature Technology

More information

Advanced Oxidation with UV Light and Peroxide for Indirect Potable Water Reuse

Advanced Oxidation with UV Light and Peroxide for Indirect Potable Water Reuse Advanced Oxidation with UV Light and Peroxide for Indirect Potable Water Reuse David Murray, Brown and Caldwell Robert Chalmers, CDM Mehul Patel, OCWD October 27, 2010 Pacific Northwest Clean Water Association

More information

Demonstration of robust water recycling: Pathogen log reduction value table

Demonstration of robust water recycling: Pathogen log reduction value table Demonstration of robust water recycling: Pathogen log reduction value table A report of a study funded by the Australian Water Recycling Centre of Excellence S. Gray, J. Zhang, A. Knight, P. Scales and

More information

Advanced Treatment by Membrane Processes

Advanced Treatment by Membrane Processes Advanced Treatment by Membrane Processes presented by Department of Hydraulic and Environmental Engineering 1 Fundamentals of membrane technology Definition: A membrane is a permselective barrier, or interface

More information

San Diego s Advanced Water Purification Demonstration Project: Performance & Integrity

San Diego s Advanced Water Purification Demonstration Project: Performance & Integrity Arizona Water Association Water Treatment Committee Seminar Series Next Horizons in Water Treatment Wednesday February 11 th, 2015 GateWay Community College San Diego s Advanced Water Purification Demonstration

More information

Prop 50 Project Completion Report Project 50-4 Ray Stoyer Water Recycling Facility Demonstration Project

Prop 50 Project Completion Report Project 50-4 Ray Stoyer Water Recycling Facility Demonstration Project Prop 50 Project Completion Report Project 50-4 Ray Stoyer Water Recycling Facility Demonstration Project June 1, 2016 Presentation to IRWM Regional Advisory Committee Padre Dam s IPR Program Goals Produce

More information

Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors

Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors Short Course on Membrane Bioreactors 3/22/06 R. Shane Trussell, Ph.D., P.E. shane@trusselltech.com Outline Introduction Process

More information

Pathogens in Water. Monitoring, Control and Technologies Available for Treatment. Prepared by; Paul O Callaghan M.Sc. Dr.

Pathogens in Water. Monitoring, Control and Technologies Available for Treatment. Prepared by; Paul O Callaghan M.Sc. Dr. Pathogens in Water National Water Summit, Tuesday, 2nd October 2007 Monitoring, Control and Technologies Available for Treatment Prepared by; Paul O Callaghan M.Sc. Dr. Hans Gethke Filtration of drinking

More information

Building Community Confidence in Potable Reuse Through Stronger Risk Analysis

Building Community Confidence in Potable Reuse Through Stronger Risk Analysis Building Community Confidence in Potable Reuse Through Stronger Risk Analysis WE&RF Project 14-16 January 25, 2018 WateReuse Association Webcast Series 2018 by the WateReuse Association A Few Notes Before

More information

Water Reuse in the USA. Shivaji Deshmukh, P.E. Orange County Water District Istanbul, Turkey March 20, 2009

Water Reuse in the USA. Shivaji Deshmukh, P.E. Orange County Water District Istanbul, Turkey March 20, 2009 Water Reuse in the USA Shivaji Deshmukh, P.E. Orange County Water District Istanbul, Turkey March 20, 2009 Water Reuse in the USA Whittier Narrows Orange County Water District Irvine Ranch Water District

More information

MEMBRANE BIOREACTORS (MBR)

MEMBRANE BIOREACTORS (MBR) MEMBRANE BIOREACTORS (MBR) MEMBRANE CLASSIFICATION Microfiltration (MF) Ultrafiltration (UF) Nanofiltration (NF) Reverse Osmosis (RO) COMPARISON OF MEMBRANE FILTRATION PROCESSES CONTAMINANTS REJECTED GENERAL

More information

Pilot-Scale Evaluation of Treatment Trains for Direct Potable Reuse

Pilot-Scale Evaluation of Treatment Trains for Direct Potable Reuse Pilot-Scale Evaluation of Treatment Trains for Direct Potable Reuse Fredrick W. Gerringer, D.Env., P.E., BCEE Brian Pecson, Ph.D., P.E. Teresa Venezia Shane Trussell Ph.D., P.E., BCEE Rhodes Trussell Ph.D.,

More information

Drinking Water Treatment Overview Filtration and Disinfection

Drinking Water Treatment Overview Filtration and Disinfection Drinking Water Treatment Overview Filtration and Disinfection April 16 th, 2009 Yousry Hamdy, M.Sc., P.Eng Nicolás s Peleato, EIT 1 Table of Contents Introduction Filtration Cartridge filters Chemical

More information

This Presentation will cover

This Presentation will cover Ian B Law IBL Solutions, Australia WRRF Project No 11 02 Los Angeles, 29 August 2012 This Presentation will cover Experiences drawn from: The Windhoek Plant, Nambia; The NEWater Plants in Singapore, and

More information

El Paso s Advanced Water Purification Facility America s First Direct-to-Distribution Potable Reuse

El Paso s Advanced Water Purification Facility America s First Direct-to-Distribution Potable Reuse El Paso s Advanced Water Purification Facility America s First Direct-to-Distribution Potable Reuse WESTCAS 2017 Fall Conference October 25, 2017 - Tucson, AZ Presentation Outline Water Resources and Challenges

More information

Groundwater Replenishment with Purified Water Injection Provides Drought Protection & Environmental Benefits

Groundwater Replenishment with Purified Water Injection Provides Drought Protection & Environmental Benefits Groundwater Replenishment with Purified Water Injection Provides Drought Protection & Environmental Benefits Santa Margarita Groundwater Replenishment Project PNW AWWA Conference 3 May 2017 Presentation

More information

Recent Advances in Membrane Technologies Peter D Adamo, Ph.D., P.E Spring Conference Wilmington, NC April 13, 2015

Recent Advances in Membrane Technologies Peter D Adamo, Ph.D., P.E Spring Conference Wilmington, NC April 13, 2015 2015 Spring Conference Wilmington, NC April 13, 2015 Recent Advances in Membrane Technologies Peter D Adamo, Ph.D., P.E. 2014 HDR, Inc., all rights reserved. Membrane Filtration Basics Recent Membrane

More information

MEMBRANE BIO-REACTOR. Prashanth N 1 1. INTRODUCION

MEMBRANE BIO-REACTOR. Prashanth N 1 1. INTRODUCION International Journal of Latest Trends in Engineering and Technology Vol.(7)Issue(3), pp. 296 301 DOI: http://dx.doi.org/10.21172/1.73.540 e ISSN:2278 621X MEMBRANE BIO-REACTOR Prashanth N 1 ABSTRACT:

More information

Advances in Treatment for Potable Reuse

Advances in Treatment for Potable Reuse Advances in Treatment for Potable Reuse WateReuse LA Chapter December 6, 2016 Steve Alt CH2M Beenyup Advanced Water Recycling Plant (BAWRP) Process Schematic Plant is designed to be expanded from 10 to

More information

The National Trend towards Direct Potable Reuse

The National Trend towards Direct Potable Reuse The National Trend towards Direct Potable Reuse RMWEA/RMSAWWA JTAC March 19, 2015 Larry Schimmoller/CH2M Hill Global Technology Leader for Water Reuse John Rehring/Carollo Vice President Agenda Introduction

More information

The Ozone Process for Potable Reuse Applications. Mike Oneby, Erin Mackey, Wendy Broley

The Ozone Process for Potable Reuse Applications. Mike Oneby, Erin Mackey, Wendy Broley The Ozone Process for Potable Reuse Applications Mike Oneby, Erin Mackey, Wendy Broley Outline Definitions US Regulations Log Removal Credits Potable Reuse Treatment Trains Case Study: City of Los Angeles

More information

Guidance Framework Document for Direct Potable Reuse in Arizona

Guidance Framework Document for Direct Potable Reuse in Arizona Guidance Framework Document for Direct Potable Reuse in Arizona Jeff Mosher National Water Research Institute jmosher@nwri-usa.org About NWRI 501c3 Nonprofit located in Fountain Valley, CA Experience with

More information

Integrated Ozone Enhanced Biofiltration for Water Reuse

Integrated Ozone Enhanced Biofiltration for Water Reuse Integrated Ozone Enhanced Biofiltration for Water Reuse Abigail Antolovich WateReuse AZ Conference 2016 Flagstaff, AZ Agenda Potable Reuse Overview Advanced Treatment for Water Reuse Performance Data The

More information

Contaminants in CA Reuse Context

Contaminants in CA Reuse Context G 0005 stock 2010 Template Final.ppt Efficacy and Energy Requirements for Trace Contaminant Removal in Water Reuse Systems IWA Water Reuse Conference 28 October, 2013 Windhoek, Namibia Ben Stanford, Ph.D.

More information

Orange County Chapter

Orange County Chapter Orange County Chapter Potable Reuse for Inland Applications: Pilot Testing Results from a New Potable Reuse Treatment Scheme (WRRF-13-09) Ufuk G. Erdal, Ph.D., PE, CH2M HILL December 18, 2014 Outline Potable

More information

Membrane Systems. Featuring Aqua MultiBore Membranes

Membrane Systems. Featuring Aqua MultiBore Membranes Membrane Systems Featuring Aqua MultiBore Membranes Aqua-Aerobic Membrane Systems Featuring Aqua MultiBore Membranes For nearly 50 years, Aqua-Aerobic Systems has provided thousands of customers with adaptive

More information

Membranes & Water Treatment

Membranes & Water Treatment Latest Membrane Technologies in Industrial Water & Wastewater treatment Ajay Jindal Larsen & Toubro Limited, Mumbai CII Water India 2011 New Delhi, February 11-12, 12, 2011 Membranes & Water Treatment

More information

STATUS OF POTABLE REUSE IN CALIFORNIA: HISTORY, REGULATIONS AND PROJECTS. Abstract. Key Words. Indirect Potable Reuse Projects in California

STATUS OF POTABLE REUSE IN CALIFORNIA: HISTORY, REGULATIONS AND PROJECTS. Abstract. Key Words. Indirect Potable Reuse Projects in California STATUS OF POTABLE REUSE IN CALIFORNIA: HISTORY, REGULATIONS AND PROJECTS Ufuk G. Erdal, CH2M 6 Hutton Centre Dr. Suite 700, Santa Ana, CA 92707 Email: uerdal@ch2m.com, Phone: 714 435-6149 Larry Schimmoller,

More information

Ultrafiltration Technical Manual

Ultrafiltration Technical Manual Ultrafiltration Technical Manual Copyright by: inge AG Flurstraße 17 86926 Greifenberg (Germany) Tel.: +49 (0) 8192 / 997 700 Fax: +49 (0) 8192 / 997 999 E-Mail: info@inge.ag Internet: www.inge.ag Contents

More information

APPLICATION OF LOW FOULING RO MEMBRANE ELEMENTS FOR RECLAMATION OF MUNICIPAL WASTEWATER.

APPLICATION OF LOW FOULING RO MEMBRANE ELEMENTS FOR RECLAMATION OF MUNICIPAL WASTEWATER. Mark Wilf Ph. D. and Steven Alt APPLICATION OF LOW FOULING RO MEMBRANE ELEMENTS FOR RECLAMATION OF MUNICIPAL WASTEWATER. Abs tract Membrane fouling encountered in reclamation of municipal wastewater represents

More information

EVALUATION OF MF/UF CHEMICAL CLEANING STRATEGIES IN DIRECT POTABLE REUSE APPLICATIONS. Introduction

EVALUATION OF MF/UF CHEMICAL CLEANING STRATEGIES IN DIRECT POTABLE REUSE APPLICATIONS. Introduction EVALUATION OF MF/UF CHEMICAL CLEANING STRATEGIES IN DIRECT POTABLE REUSE APPLICATIONS Chelsea M. Francis, Arcadis, 401 E Main Dr Suite 400 El Paso, TX, 79901 E-mail: chelsea.francis@arcadis.com Phone:

More information

Update on Pilot Testing of the Advanced Water Purification Facility in El Paso, TX

Update on Pilot Testing of the Advanced Water Purification Facility in El Paso, TX Imagine Arcadis 2015 the result Update on Pilot Testing of the Advanced Water Purification Facility in El Paso, TX Gilbert Trejo & Daniel Olson Presented at the Multi-State Salinity Coalition Summit January

More information

Basic Design Concepts of MBR

Basic Design Concepts of MBR Basic Design Concepts of MBR Class III & Class IV OTCO Workshop Wednesday August 15, 2007 Terry M. Gellner, P.E CT Consultants, Inc Outline Types of Membranes MBR WWTP and General Sizing Criteria Common

More information

WaterVal: development of national guidelines to monitor reverse osmosis membrane Dr Marie-Laure Pype, Advanced Water Management Centre UQ Water

WaterVal: development of national guidelines to monitor reverse osmosis membrane Dr Marie-Laure Pype, Advanced Water Management Centre UQ Water WaterVal: development of national guidelines to monitor reverse osmosis membrane Dr Marie-Laure Pype, Advanced Water Management Centre UQ Water Forum, July 4-5, 2016 Sustainable Water Program @ the UQ

More information

Potable Reuse for Inland Locations: Pilot Testing Results from Tucson for a New Potable Reuse Treatment Scheme

Potable Reuse for Inland Locations: Pilot Testing Results from Tucson for a New Potable Reuse Treatment Scheme Potable Reuse for Inland Locations: Pilot Testing Results from Tucson for a New Potable Reuse Treatment Scheme Arizona Water Reuse 2015 Symposium Flagstaff, AZ July 27-28, 2015 Larry Schimmoller, CH2M

More information

Disinfection By-Products Reduction and SCADA Evaluation and WTP Sludge Removal System and Dewatering Facility

Disinfection By-Products Reduction and SCADA Evaluation and WTP Sludge Removal System and Dewatering Facility SOUTH GRANVILLE WATER & SEWER AUTHORITY Disinfection By-Products Reduction and SCADA Evaluation and WTP Sludge Removal System and Dewatering Facility Presentation to the SGWASA Board October 10, 2017 TTHM

More information

Potable Reuse Demonstration Test Plan Final Report. Santa Clara Valley Water District. May 2014

Potable Reuse Demonstration Test Plan Final Report. Santa Clara Valley Water District. May 2014 AA Potable Reuse Demonstration Test Plan Final Report Santa Clara Valley Water District September 2016 May 2014 Potable Reuse Demonstration Test Plan Final Report This page intentionally left blank. September

More information

Air Connection on Rack. Filtrate Connection on Rack

Air Connection on Rack. Filtrate Connection on Rack What is a membrane? Module with Flow holes Air Connection on Rack Filtrate Connection on Rack 1 module 1rack Goal is to use membranes to separate or filter solids, organisms, and molecules from the liquid

More information

JOURNEY from IPR to DPR TECHNOLOGIES & REGULATIONS

JOURNEY from IPR to DPR TECHNOLOGIES & REGULATIONS JOURNEY from IPR to DPR TECHNOLOGIES & REGULATIONS Moderator Amy Tracy, President Florida WateReuse Senior Scientist National Regulatory Framework Jeff Mosher, Executive Director Jeff Mosher National Water

More information

ULTRAFILTRATION FOR REVERSE OSMOSIS-PRETREATMENT

ULTRAFILTRATION FOR REVERSE OSMOSIS-PRETREATMENT ULTRAFILTRATION FOR REVERSE OSMOSIS-PRETREATMENT Ajay Popat Chief Executive Officer Ion Exchange Waterleau Ltd. BASIC CONCEPTS OF ULTRAFILTRATION Ultrafiltration Pre-treatment is the best pre-treatment

More information

BOOMERANG FROM BIO-EFFLUENT TO POTABLE WATER

BOOMERANG FROM BIO-EFFLUENT TO POTABLE WATER BOOMERANG FROM BIO-EFFLUENT TO POTABLE WATER FROM BIO-EFFLUENT TO POTABLE WATER Waterleau uses state of the art membrane technology for closing the loop in the water cycle. A double barrier membrane concept

More information

Webcast August 9, R. Shane Trussell, Ph.D., P.E., BCEE Principal Investigator. Gordon J. Williams, Ph.D., P.E.

Webcast August 9, R. Shane Trussell, Ph.D., P.E., BCEE Principal Investigator. Gordon J. Williams, Ph.D., P.E. Reclaimed Water Desalination Technologies: A Full-Scale Performance and Cost Comparison Between Electrodialysis Reversal and Microfiltration/ Reverse Osmosis Webcast August 9, 2012 R. Shane Trussell, Ph.D.,

More information

Membrane Filtration Technology: Meeting Today s Water Treatment Challenges

Membrane Filtration Technology: Meeting Today s Water Treatment Challenges Membrane Filtration Technology: Meeting Today s Water Treatment Challenges Growing global demand for clean water and increasing environmental concerns make membrane filtration the technology of choice

More information

Let there be light! - Introduction to USEPA's UV Design Guidance Manual

Let there be light! - Introduction to USEPA's UV Design Guidance Manual Let there be light! - Introduction to USEPA's UV Design Guidance Manual Matthias Boeker Disinfection Market Manager Water & Wastewater UVDGM 2006 Published in November 2006 http://www.epa.gov/safewater/disinfection/lt2/compliance.html

More information

PRESENTATION OUTLINE

PRESENTATION OUTLINE Unique Water Quality Challenges of the Sheyenne River: A Comparative Pilot Study of Three MF/UF Systems Qigang Chang, PhD, PE, AE2S Troy Hall, Fargo Water Utility Director Co-authors: Brian Bergantine,

More information

Use of Organic Characterization Techniques to Monitor Advanced Oxidation Processes in Water Reuse And Wastewater Treatment

Use of Organic Characterization Techniques to Monitor Advanced Oxidation Processes in Water Reuse And Wastewater Treatment Use of Organic Characterization Techniques to Monitor Advanced Oxidation Processes in Water Reuse And Wastewater Treatment G-0005-stock-2010 Template Final.ppt Ben Stanford Aleks Pisarenko Dan Gerrity

More information

DOW Ultrafiltration. Case History. DOW Ultrafiltration Modules Protect Reverse Osmosis System from High Iron

DOW Ultrafiltration. Case History. DOW Ultrafiltration Modules Protect Reverse Osmosis System from High Iron Case History Modules Protect Reverse Osmosis System from High Iron Site Information Location: ShanXi, China Capacity: 2074 m 3 /h (5283 gpm) Purpose: Pretreat waste water prior to RO system Time in Operation:

More information

Discussion of the Approach for Developing the Florida DPR Regulatory Guidance. Jeff Mosher

Discussion of the Approach for Developing the Florida DPR Regulatory Guidance. Jeff Mosher Discussion of the Approach for Developing the Florida DPR Regulatory Guidance Jeff Mosher Two Items Florida Potable Reuse Regulatory Guidance Purpose and approach Guidance Document Sources of information

More information

PRESSURIZED ULTRAFILTRATION MEMBRANE PERFORMANCE AT THE VENTURA, CALIFORNIA DEMONSTRATION PLANT. Abstract

PRESSURIZED ULTRAFILTRATION MEMBRANE PERFORMANCE AT THE VENTURA, CALIFORNIA DEMONSTRATION PLANT. Abstract PRESSURIZED ULTRAFILTRATION MEMBRANE PERFORMANCE AT THE VENTURA, CALIFORNIA DEMONSTRATION PLANT Susan Guibert, Author, Toray Membrane USA Inc. 13435 Danielson Street Poway, CA 92064 SueG@toraymem.com,

More information

Direct Potable Reuse. Drivers, Regs, and Economics. RMWEA/RMSAWWA JTAC Luncheon. John Rehring, P.E. Denver, CO March 19, 2015

Direct Potable Reuse. Drivers, Regs, and Economics. RMWEA/RMSAWWA JTAC Luncheon. John Rehring, P.E. Denver, CO March 19, 2015 Direct Potable Reuse Drivers, Regs, and Economics RMWEA/RMSAWWA JTAC Luncheon Denver, CO March 19, 2015 John Rehring, P.E. Potable Reuse Indirect Potable Reuse Environmental Buffer DPR mmwd1013i1.pptx/2

More information

Summary of Issues Strategies Benefits & Costs Key Uncertainties Additional Resources

Summary of Issues Strategies Benefits & Costs Key Uncertainties Additional Resources Summary of Issues Strategies Benefits & Costs Key Uncertainties Additional Resources KEY POINT: Appropriate pre-treatment can prevent fouling and scaling, optimize membrane performance, and extend membrane

More information

Improved Membrane Design Addresses Integrity Issues for the City of Yuba City Water Treatment Plant

Improved Membrane Design Addresses Integrity Issues for the City of Yuba City Water Treatment Plant Improved Membrane Design Addresses Integrity Issues for the City of Yuba City Water Treatment Plant Richard Stratton, PE HDR Engineering Acknowledgements City of Yuba City - John Westhouse, Plant Supervisor

More information

MEMBRANE BIOREACTOR NIHAR DOCTOR. Director

MEMBRANE BIOREACTOR NIHAR DOCTOR. Director TM MEMBRANE BIOREACTOR NIHAR DOCTOR Director en-vısı n Enviro Technologies Pvt. Ltd. (Pollution Control Consultants & Engineers) Shree Ram Complex, 2 nd Floor, Above Bank Of India, Near Kargil Chowk, Surat

More information

Ultrafiltration or UF is a pressure driven membrane separation process that. The Omexell UF system utilizes a double-walled hollow fiber (capillary)

Ultrafiltration or UF is a pressure driven membrane separation process that. The Omexell UF system utilizes a double-walled hollow fiber (capillary) Ultrafiltration or UF is a pressure driven membrane separation process that separates particulate matter from soluble components in the carrier fluid (such as water). UF membranes typically have pore sizes

More information

Health Based Targets Application of Log Reduction Values. Phillip Fasham Manager Water Quality Regulations and Verification

Health Based Targets Application of Log Reduction Values. Phillip Fasham Manager Water Quality Regulations and Verification Health Based Targets Application of Log Reduction Values Phillip Fasham Manager Water Quality Regulations and Verification Contents Log Credits & Treatment Barriers Typical Treatment Components and Critical

More information

BEENYUP ADVANCED WATER RECYCLING PLANT: THE PERTH, AUSTRALIA GROUNDWATER REPLENISHMENT SCHEME. Introduction

BEENYUP ADVANCED WATER RECYCLING PLANT: THE PERTH, AUSTRALIA GROUNDWATER REPLENISHMENT SCHEME. Introduction BEENYUP ADVANCED WATER RECYCLING PLANT: THE PERTH, AUSTRALIA GROUNDWATER REPLENISHMENT SCHEME James C. Lozier, CH2M, 1501 W. Fountainhead Parkway, Suite 401, Tempe, AZ 85282 jlozier@ch2m.com, Ph: (480)

More information

Membrane Bio-Reactors (MBRs) The Future of Wastewater Technology, Science and Economy Aspects

Membrane Bio-Reactors (MBRs) The Future of Wastewater Technology, Science and Economy Aspects Membrane Bio-Reactors (MBRs) The Future of Wastewater Technology, Science and Economy Aspects Glen T. Daigger, Ph.D., P.E., DEE, NAE Senior Vice President and Chief Technology Officer CH2M HILL Presented

More information

Hollow Fiber and Tubular UF Pilot Testing Procedures & Case Studies

Hollow Fiber and Tubular UF Pilot Testing Procedures & Case Studies CROWN Solutions, Inc. Dave Christophersen, 5.5.04 Hollow Fiber and Tubular UF Pilot Testing Procedures & Case Studies Several membrane technologies are available to use for industrial water preparation

More information

UV-AOP 101 for Potable Reuse: Design Considerations and Practical Applications

UV-AOP 101 for Potable Reuse: Design Considerations and Practical Applications IUVA 2018 Nicole McLellan, Katherine Bell, Melanie Holmer UV-AOP 101 for Potable Reuse: Design Considerations and Practical Applications 1. Common and practical applications 2. Design considerations 3.

More information

DEVELOPMENT OF THE. Ken Mikkelson, Ph.D. Ed Lang Lloyd Johnson, P.E. Aqua Aerobic Systems, Inc.

DEVELOPMENT OF THE. Ken Mikkelson, Ph.D. Ed Lang Lloyd Johnson, P.E. Aqua Aerobic Systems, Inc. DEVELOPMENT OF THE AquaMB PROCESS Ken Mikkelson, Ph.D. Ed Lang Lloyd Johnson, P.E. Aqua Aerobic Systems, Inc. Aqua-Aerobic Systems, Inc. 6306 N. Alpine Road Rockford, IL 61111 Copyright 2003 Aqua-Aerobic

More information

Design Considerations for Small Drinking Water Membrane Systems

Design Considerations for Small Drinking Water Membrane Systems Design Considerations for Small Drinking Water Membrane Systems Abstract Small communities of up to 10,000 people typically utilize up to one million gallons of potable water daily. Microfiltration (MF)

More information

*To whom correspondence should be addressed.

*To whom correspondence should be addressed. Pilot Study on the Performance of Reverse Osmosis, Microfiltration and Wetlands Concentrate Treatment of Wastewater with High Membrane Fouling Potential R. K. Chakraborti 1,*, J.C. Lozier 2, M. Witwer

More information

Micro- and ultrafiltration

Micro- and ultrafiltration CT4471 Drinking water I Dr.ir. S.G.J. Heijman micro- and ultrafiltration Micro- and ultrafiltration Application area filtration processes Size, µm Approximate moleculair weight Relative size of materials

More information

Water Reuse: identifying the optimal solution for the desired water quality. Didier PERRIN Technical & Marketing Director Degremont Asia

Water Reuse: identifying the optimal solution for the desired water quality. Didier PERRIN Technical & Marketing Director Degremont Asia Water Reuse: identifying the optimal solution for the desired water quality Didier PERRIN Technical & Marketing Director Degremont Asia MIECF Macao - March 21, 2013 Content Water reuse: a wide range of

More information

Membrane Desalination Systems

Membrane Desalination Systems Membrane Desalination Systems The State of the Science with Emphasis on Needed Research 10/17/05 R. Rhodes Trussell R. Shane Trussell http://www.trusselltech trusselltech.com Outline Introduction Today

More information

Full-Scale Testing of UV/Chlorine for Potable Reuse

Full-Scale Testing of UV/Chlorine for Potable Reuse Full-Scale Testing of UV/Chlorine for Potable Reuse Greg Wetterau, CDM Smith R. Bruce Chalmers, CDM Smith Christopher Schulz, CDM Smith Overview Ultraviolet (UV) disinfection and advanced oxidation have

More information

Technical Memorandum 3 POTABLE REUSE PLANNING TOOLS AND CASE STUDIES

Technical Memorandum 3 POTABLE REUSE PLANNING TOOLS AND CASE STUDIES WateReuse Colorado Advancing Direct Potable Reuse to Optimize Water Supplies and Meet Future Demands Technical Memorandum 3 POTABLE REUSE PLANNING TOOLS AND CASE STUDIES FINAL September 2018 WateReuse

More information

Innovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings

Innovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings Innovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings Robert T. Shoaf, P.E., BCEE AECOM (Columbus, Ohio) Scott Hoover, Plant Superintendent Napoleon,

More information

Selection of UV Disinfection Systems for Achieving Class A Reuse Water at Small MBR plants

Selection of UV Disinfection Systems for Achieving Class A Reuse Water at Small MBR plants Selection of UV Disinfection Systems for Achieving Class A Reuse Water at Small MBR plants Li Lei, Douglas Berschauer, Elizabeth Hill, and Tom Moore 1 Outline Introduction (UV, WWTPs) Regulations on UV

More information

BENEFITS OF SOIL AQUIFER TREATMENT AND NANOFILTRATION FOR POTABLE REUSE IN TUCSON, AZ

BENEFITS OF SOIL AQUIFER TREATMENT AND NANOFILTRATION FOR POTABLE REUSE IN TUCSON, AZ BENEFITS OF SOIL AQUIFER TREATMENT AND NANOFILTRATION FOR POTABLE REUSE IN TUCSON, AZ Michael Hwang, CH2M HILL, 1501 W. Fountainhead Parkway, Suite 401, Tempe, AZ 85282 Email: mhwang@ch2m.com Phone: 480-377-6296

More information

GWRS Final Expansion Challenges

GWRS Final Expansion Challenges GWRS Final Expansion Challenges Sandy Scott-Roberts, PE Orange County Water District AMTA/AWWA 1 OCWD GWRS Projects GWRS Project (Completed 2008) Construction of 70 MGD Treatment Facility with future expansion

More information

Depth Filtration with Microfiber Cloth Enhances Performance of Ultrafiltration as Pretreatment to Seawater Desalination Systems

Depth Filtration with Microfiber Cloth Enhances Performance of Ultrafiltration as Pretreatment to Seawater Desalination Systems Depth Filtration with Microfiber Cloth Enhances Performance of Ultrafiltration as Pretreatment to Seawater Desalination Systems Emerging Technologies in Filtration October 6, 2015 David Holland, Terence

More information

Filtration / UV Disinfection 4 Log Validated Water Treatment

Filtration / UV Disinfection 4 Log Validated Water Treatment Filtration / UV Disinfection 4 Log Validated Water Treatment An overview of ATS Validated 4 Log Water Treatment Systems Presented by Aqua Treatment Service CMF Filtration / ATS-186K UV Skid for 4 Log Disinfection

More information

CITY OF SCOTTSDALE WATER CAMPUS ADOPTED NANOCOMPOSITE RO MEMBRANES FOR INDIRECT POTABLE REUSE. Abstract

CITY OF SCOTTSDALE WATER CAMPUS ADOPTED NANOCOMPOSITE RO MEMBRANES FOR INDIRECT POTABLE REUSE. Abstract CITY OF SCOTTSDALE WATER CAMPUS ADOPTED NANOCOMPOSITE RO MEMBRANES FOR INDIRECT POTABLE REUSE Dian Tanuwidjaja, LG Chem, 21250 Hawthorne Blvd., Suite 330, Torrance, CA 90503 dtan@lg-nanoh2o.com, Ph: 424-218-4020

More information

MEMBRANE BIOREACTORS FOR RO PRETREATMENT

MEMBRANE BIOREACTORS FOR RO PRETREATMENT ABSTRACT MEMBRANE BIOREACTORS FOR RO PRETREATMENT Simon Dukes, Antonia von Gottberg Koch Membrane Systems, 850 Main Street, Wilmington, MA 01887 Currently, treated municipal wastewater is typically discharged

More information

MEMBRANE PILOT FOR A DIRECT REUSE APPLICATION: ENGINEERING AN MF/UF & RO PILOT. Ignacio Cadena, P.E. Freese and Nichols, Inc.

MEMBRANE PILOT FOR A DIRECT REUSE APPLICATION: ENGINEERING AN MF/UF & RO PILOT. Ignacio Cadena, P.E. Freese and Nichols, Inc. MEMBRANE PILOT FOR A DIRECT REUSE APPLICATION: ENGINEERING AN MF/UF & RO PILOT Ignacio Cadena, P.E. Freese and Nichols, Inc. Fort Worth, Texas Abstract Piloting of membrane systems has become standard

More information

Index. AWWA see American Water Works Association AWWARF see American Water Works Association Research Foundation

Index. AWWA see American Water Works Association AWWARF see American Water Works Association Research Foundation Index algae blue-green 8 concentration/theoretical flowpath relationship 12 microstrainer performance 8 ozone effectiveness 58 removal under coagulation conditions 17 American Water Works Association (AWWA)

More information

Textile membranes systems as a simple approach to apply reclaimed water for safe reuse application

Textile membranes systems as a simple approach to apply reclaimed water for safe reuse application Textile membranes systems as a simple approach to apply reclaimed water for safe reuse application, TU Berlin Centre for Water in Urban Areas Objectives (i) decentralised and low cost ww treatment for

More information

Issues in the Provision of Sanitation Services and Wastewater Reuse Iranian/US Workshop on Water Management

Issues in the Provision of Sanitation Services and Wastewater Reuse Iranian/US Workshop on Water Management Issues in the Provision of Sanitation Services and Wastewater Reuse Iranian/US Workshop on Water Management William R. Mills, General Manager, Retired (1987 2002) Orange County Water District August, 2008

More information

Reverse Osmosis. Background to Market and Technology

Reverse Osmosis. Background to Market and Technology Reverse Osmosis Background to Market and Technology 1 Technology and Applications Reverse osmosis has been commercial for over 25 years. 60MLD plants built in Saudi Arabia 20 years ago. Current sales of

More information

UV VALIDATION: HOW TO INTERPRET A VALIDATION REPORT AND CURRENT VALIDATION PRACTICE TRENDS

UV VALIDATION: HOW TO INTERPRET A VALIDATION REPORT AND CURRENT VALIDATION PRACTICE TRENDS UV VALIDATION: HOW TO INTERPRET A VALIDATION REPORT AND CURRENT VALIDATION PRACTICE TRENDS ABSTRACT Peter D Adamo, Ph.D., P.E. and Chengyue Shen, Ph.D., P.E. HDR The USEPA Long Term 2 Enhanced Surface

More information

LOW FOULING REVERSE OSMOSIS MEMBRANES: EVIDENCE TO THE CONTRARY ON MICROFILTERED SECONDARY EFFLUENT

LOW FOULING REVERSE OSMOSIS MEMBRANES: EVIDENCE TO THE CONTRARY ON MICROFILTERED SECONDARY EFFLUENT LOW FOULING REVERSE OSMOSIS MEMBRANES: EVIDENCE TO THE CONTRARY ON MICROFILTERED SECONDARY EFFLUENT ABSTRACT Kevin L. Alexander, P.E., Separation Processes, Inc., San Marcos, CA Steve Alt, Separation Processes,

More information

Performance of Hybrid Submerged Membrane Bioreactor Combined with Pre- Coagulation/Sedimentation

Performance of Hybrid Submerged Membrane Bioreactor Combined with Pre- Coagulation/Sedimentation Performance of Hybrid Submerged Membrane Bioreactor Combined with Pre- Coagulation/Sedimentation Yoshimasa WATANABE Department of Urban and Environmental Engineering, Hokkaido University, Japan New urban

More information

Procedure For Disinfection Of Drinking Water In Ontario

Procedure For Disinfection Of Drinking Water In Ontario Procedure For Disinfection Of Drinking Water In Ontario (As adopted by reference by Ontario Regulation 170/03 under the Safe Drinking Water Act) Public consultation document under the Environmental Bill

More information

A POTABLE REUSE DEMONSTRATION SCALE PROGRAM IN EAST COAST FLORIDA

A POTABLE REUSE DEMONSTRATION SCALE PROGRAM IN EAST COAST FLORIDA A POTABLE REUSE DEMONSTRATION SCALE PROGRAM IN EAST COAST FLORIDA Jennifer C. Roque, Tetra Tech, 201 East Pine Street, Suite 1000, Orlando, FL 32801 jennifer.roque@tetratech.com, Ph: 407-839-3955 Brian

More information

Ultraviolet Light for Disinfection of Wastewater. Tom O Connor, PE H 2 O C Engineering

Ultraviolet Light for Disinfection of Wastewater. Tom O Connor, PE H 2 O C Engineering UV Ultraviolet Light for Disinfection of Wastewater Tom O Connor, PE H 2 O C Engineering Solar corona as seen in deep UV light Extreme UV imaging telescope aboard Solar and Heliospheric Observatory spacecraft

More information

Chlorate Working Group

Chlorate Working Group Chlorate Working Group Drinking Water Treatment V0 1 May 2016 Why Our journey Jan 2015: 23,000 people on a BWN 121 WSZs on RAL The Challenge 49% UFW Over 33% of our WTPs do not have 15% headroom What brought

More information

North American Desalination and Membrane Trends

North American Desalination and Membrane Trends North American Desalination and Membrane Trends Doug Eisberg American Membrane Technology Association AMTA America s Authority in Membrane Technology Desalination and Membrane Use in North America Early

More information

WHEN IS A BREACH A BREACH? TESTING MF AND RO BARRIERS. Abstract

WHEN IS A BREACH A BREACH? TESTING MF AND RO BARRIERS. Abstract WHEN IS A BREACH A BREACH? TESTING MF AND RO BARRIERS Nathan Boyle, Hazen and Sawyer, 1149 S Hill St, Suite 450, Los Angeles, CA 90015 nboyle@hazenandsawyer.com, Ph: 213-234-1094 Troy Walker, Hazen and

More information

Issues. Issues (cont.) A multiple barriers approach is required to provide potable water

Issues. Issues (cont.) A multiple barriers approach is required to provide potable water EFFECTIVE TECHNOLOGIES TO PROVIDE POTABLE WATER SUPPLY FOR SANITIZING DAIRY FARMS MILKING EQUIPMENTS D.I. Massé, G. Séguin, L. Masse, E. Topp, F. Malouin, E. Pariseau, L. Ortega PRESENTATION OUTLINE Issues

More information

Membrane BioReactor: Technology for Waste Water Reclamation

Membrane BioReactor: Technology for Waste Water Reclamation Membrane BioReactor: Technology for Waste Water Reclamation Sachin Malekar - Senior Manager, Technology & Nilesh Tantak - Executive, Technology Ion Exchange (India) Ltd. BACKGROUND Due to diminishing water

More information

CERAMIC MEMBRANE PILOT TESTING ON LAKE MICHIGAN. Abstract. Introduction. Background. Objectives

CERAMIC MEMBRANE PILOT TESTING ON LAKE MICHIGAN. Abstract. Introduction. Background. Objectives CERAMIC MEMBRANE PILOT TESTING ON LAKE MICHIGAN Holly Shorney-Darby, PhD, PE PWN Technologies, Dijkweg 1, 1619ZH Andijk, Netherlands, hshorney@pwntechnologies.com, +31(0)622737075 Rob Michaelson, Manitowoc

More information

ROBUST WATER RECYCLING PLANT FOR THE ANTARCTIC

ROBUST WATER RECYCLING PLANT FOR THE ANTARCTIC ROBUST WATER RECYCLING PLANT FOR THE ANTARCTIC Stephen Gray 1, Jianhua Zhang 1, Mikel Duke 1, Adrian Knight 2, Michael Packer 3, Kathy Northcott 4, Peter Hillis 5, Dharma Dharmabalan 6, Peter Scales 2

More information

The Future of Treatment: Advanced Technologies for Emerging Contaminants

The Future of Treatment: Advanced Technologies for Emerging Contaminants The Future of Treatment: Advanced Technologies for Emerging Contaminants Drivers for Advanced Technologies As water resources are stressed, utilities often forced to consider less pristine sources Wastewater

More information