
Guidelines for Engineered Storage for Direct Potable Reuse
Description
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This report details how to determine the size of ESB through the use of advanced monitoring technologies and an evaluation of the treatment benefits of a range of processes. It also examines the public's perception of IPR, DPR, and the environmental buffer, using a novel animation and a targeted web-based survey.
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Content
- Cover
- Copyright
- Abstract & Benefits
- Table of Contents
- List of Figures
- List of Tables
- Abbreviations and Acronyms
- Acknowledgments
- Executive Summary
- Chapter 1: Introduction
- 1.1 Understanding the Value of the Environmental Buffer
- 1.2 Safely Moving Toward DPR
- Chapter 2: Critical Elements in Engineered Storage Design
- 2.1 Monitoring and Response
- 2.1.1 Monitoring Treatment Performance
- 2.1.2 Direct Measurement of Pathogens
- 2.1.2.1 Real-Time Pathogen Monitoring Technologies
- 2.2.1.2 Discussion of Direct Analysis of Pathogens
- 2.1.2.3 The Use of Robust Surrogates for Microbial Parameters
- 2.1.2.4 Potential Indicators for Pathogens in Wastewater
- 2.1.3 Direct Measurement of Chemicals
- 2.2 Storage
- 2.3 Treatment
- 2.3.1 DPR Treatment Goals
- 2.3.2 Redundant Treatment as Compensation for Imperfect Monitoring
- Chapter 3: A Framework for Engineered Storage
- 3.1 Responding to Process Failure
- 3.2 Developing the Framework from a Monitoring Perspective
- 3.2.1 Process Failure Response Time
- 3.2.2 Expanding the Framework to the Treatment Train
- 3.2.3 Taking Full Credit
- 3.2.4 Taking Less than Full Credit
- 3.3 Redundancy and Periodic Monitoring as an Alternative to Real-Time Monitoring
- 3.3.1 Formal Failure Analysis
- 3.3.2 Revisiting the Framework with Respect to Treatment Redundancy
- Chapter 4: Public Communication
- 4.1 Animation Development: The Ways of Water
- 4.1.1 Why Use an Animation?
- 4.1.2 How Was The Ways of Water Designed?
- 4.2 Survey Development and Implementation (West Basin Municipal Water District in El Segundo)
- 4.3 Survey Results
- 4.3.1 Drinking Water Source
- 4.3.2 Safety, Source, and Taste
- 4.3.3 Sources of Information about Water Safety
- 4.3.4 Water Reuse
- 4.4 Conclusions
- 4.5 Discussion
- Chapter 5: Case Studies
- 5.1 Background Information for Case Studies
- 5.1.1 Case Study Utilities
- 5.1.2 Treatment Technology Literature Review
- 5.1.2.1 Chemical Constituents
- 5.1.2.2 Pathogens
- 5.1.2.3 Primary and Secondary Treatment
- 5.1.2.4 Lime Clarification
- 5.1.2.5 Media and Disc Filtration
- 5.1.2.6 Microfiltration and Ultrafiltration
- 5.1.2.7 Reverse Osmosis
- 5.1.2.8 Nanofiltration
- 5.1.2.9 UV and UV-Advanced Oxidation
- 5.1.2.10 Ozone
- 5.1.2.11 Free Chlorine
- 5.1.2.12 Chlorine Dioxide
- 5.1.3 Regulatory Framework
- 5.1.3.1 California
- 5.1.3.2 National
- 5.1.3.3 Texas
- 5.2 Case Study #1: El Paso
- 5.2.1 Background on El Paso Water Utilities
- 5.2.2 Development of a DPR Plan
- 5.2.3 Treatment Alternatives
- 5.2.4 Engineered Storage Buffer Sizing Framework Review
- 5.2.5 Treatment Process and Response Retention Time Analysis
- 5.2.6 Engineered Storage Buffer Sizing
- 5.2.7 Discussion of Nitrate in the Effluent from Bustamante WWTP
- 5.2.8 Infrastructure Needs
- 5.3 Case Study #2: Lubbock
- 5.3.1 Background on Lubbock
- 5.3.1.1 Water Supply Planning
- 5.3.1.2 Wastewater Treatment
- 5.3.1.3 Water Treatment
- 5.3.1.4 DPR Planning
- 5.3.2 Engineered Storage Buffer Sizing Framework
- 5.3.3 Treatment Train Development
- 5.3.3.1 Advanced Treatment Train #1: MF, RO, UV-AOP
- 5.3.3.2 Advanced Treatment Train #2: MF, NF, UV-AOP
- 5.3.3.3 Advanced Treatment Train #3: O3, BAF, UV, with Optional Sidestream RO
- 5.3.4 Treatment Process and Response Retention Treatment Analysis
- 5.3.4.1 Credits for Existing Treatment Processes
- 5.3.4.2 Credits for Advanced Treatment Train Options - WRRF-11-02 Goal Method
- 5.3.4.3 Credits for Advanced Treatment Train Options - TCEQ Goal Method
- 5.3.4.4 Engineered Storage Buffer Sizing
- 5.3.5 Discussion of Nitrogen Species in the Effluent from SEWRP
- 5.3.6 Infrastructure Needs
- 5.4 Case Study #3: Los Angeles Department of Water and Power
- 5.4.1 Background on the Los Angeles Department of Water and Power
- 5.4.2 Treatment Train Development and Credits
- 5.4.2.1 Engineered Storage Buffer
- 5.4.2.2 LRCs for Conventional and Advanced Monitoring
- 5.4.3 Differentiating between Water Quality Failure and Process Failure
- 5.4.4 Infrastructure
- 5.5 Case Study #4: West Basin Municipal Water District
- 5.5.1 Background on the West Basin Municipal Water District
- 5.5.2 Treatment Train Development and Credits
- 5.5.2.1 Secondary Treatment
- 5.5.2.2 Ozone
- 5.5.2.3 Microfiltration
- 5.5.2.4 Reverse Osmosis
- 5.5.2.5 UV-AOP
- 5.5.2.6 Post-Treatment
- 5.5.2.7 Summary of Total Pathogen Removal
- 5.5.3 Infrastructure
- 5.6 Case Study #5: UOSA
- 5.6.1 Background on UOSA
- 5.6.2 Treatment Train Development and Credits
- 5.6.2.1 Existing Secondary Treatment
- 5.6.2.2 Existing Lime Clarification
- 5.6.2.3 Existing Multimedia Filtration
- 5.6.2.4 Existing Granular Activated Carbon
- 5.6.2.5 Existing Free Chlorination
- 5.6.2.6 Existing Water Treatment Plants
- 5.6.2.7 Treatment Process Additions to Meet Pathogen Credits
- 5.6.3 Infrastructure
- 5.7 Case Study #6: San Diego
- 5.7.1 Background
- 5.7.2 Comparison between San Diego's IPR and DPR
- 5.7.3 Treatment Train Development and Credits
- 5.7.3.1 Primary and Secondary Treatment
- 5.7.3.2 Ozone/BAC Treatment
- 5.7.3.3 Membrane Filtration
- 5.7.3.4 Reverse Osmosis
- 5.7.3.5 UV-AOP
- 5.7.3.6 Post-Treatment
- 5.7.3.7 Engineered Storage Buffer/Pipeline Conveyance
- 5.7.3.8 Summary of Total Pathogen Removal
- 5.7.4 Infrastructure
- 5.8 Cost of Water
- 5.8.1 The Opportunity and Economics of DPR
- 5.8.2 Equivalency of Advanced Treatment Trains for Potable Reuse Treatment Train Toolbox
- Chapter 6: Conclusions
- 6.1 Engineering Conclusions
- 6.2 Public Outreach Conclusions
- References
- Appendix A: Survey Questions
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