
Impact of Surface Storage on Reclaimed Water
Description
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Content
- Cover
- Copyright
- Acknowledgments
- Abstract
- Benefits
- Keywords
- Table of Contents
- List of Tables
- List of Figures
- List of Acronyms
- Executive Summary
- Chapter 1.0: Introduction
- 1.1 Overview
- 1.2 Objectives
- 1.3 Participants
- 1.4 Methodology
- 1.4.1 Literature Review
- 1.4.2 Water Quality Criteria
- 1.4.3 Water Quality Parameters
- 1.4.4 Reservoir Management Strategies
- 1.4.5 Reservoir Water Quality Models
- 1.4.6 Water Quality Management Tools
- Chapter 2.0: Literature Review
- 2.1 Overview
- 2.2 Literature Search
- 2.3 Gray Literature Survey
- 2.3.1 Survey Development
- 2.3.2 Survey Responses
- 2.3.3 Follow-Up Contact
- Chapter 3.0: Water Quality Criteria
- 3.1 Overview
- 3.2 Categories of Reclaimed Water Use
- 3.2.1 Agricultural Irrigation (Surface and Spray)
- 3.2.2 Landscape Irrigation
- 3.2.3 Recreational Use (Restricted and Nonrestricted)
- 3.2.4 Industrial Reuse
- 3.2.5 Urban Uses
- 3.2.6 Groundwater Recharge
- 3.2.7 Surface Water Augmentation
- 3.3 Federal Guidelines
- 3.3.1 Constituents of Concern
- 3.3.2 Suggested Guidelines for Reuse
- 3.4 State Criteria
- 3.4.1 California Criteria
- 3.4.2 Florida Criteria
- 3.4.3 Arizona Criteria
- 3.4.4 Nevada Criteria
- 3.4.5 Texas Criteria
- 3.4.6 Washington Standards
- 3.4.7 Comparison of State Standards
- Chapter 4.0: Water Quality Parameters
- 4.1 Overview
- 4.2 Physical Properties
- 4.2.1 Temperature
- 4.2.2 Dissolved Oxygen
- 4.2.3 Hydrogen Ion Activity (pH)
- 4.3 Nutrients
- 4.3.1 Reclaimed Water
- 4.3.2 Reservoir
- 4.4 Biological Characteristics
- 4.4.1 Chlorophyll
- 4.4.2 Phytoplankton
- 4.4.3 Sediments
- 4.5 Fate Processes and Transformations
- 4.6 Aesthetic Parameters
- 4.6.1 Hydrogen Sulfide
- 4.6.2 Color
- 4.7 Case Study
- 4.8 Water Quality Problems and Reservoir Management
- 4.8.1 Factors Limiting Growth
- 4.8.2 Oxygen Depletion
- 4.8.3 Turbidity
- Chapter 5.0: Reservoir Management Strategies
- 5.1 Overview
- 5.2 Evaluation and Selection of Management Strategies
- 5.2.1 Identify Problems
- 5.2.2 Define Reservoir Characteristics
- 5.2.3 Screen Potential Strategies
- 5.2.4 Evaluate Alternatives
- 5.2.5 Strategies Dropped from Consideration
- 5.3 Destratification/Artificial Circulation
- 5.3.1 Description of the Technique
- 5.3.2 Problems Addressed
- 5.3.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.3.4 Other Considerations
- 5.4 Hypolimnetic Aeration/Oxygenation
- 5.4.1 Description of the Technique
- 5.4.2 Problems Addressed
- 5.4.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.4.4 Other Considerations
- 5.5 Wetlands Treatment
- 5.5.1 Description of the Technique
- 5.5.2 Problems Addressed
- 5.5.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.5.4 Other Considerations
- 5.6 Copper Treatment
- 5.6.1 Description of the Technique
- 5.6.2 Problems Addressed
- 5.6.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.6.4 Other Considerations
- 5.7 Advanced Waste Treatment for Phosphorus Removal
- 5.7.1 Description of the Technique
- 5.7.2 Problems Addressed
- 5.7.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.7.4 Other Considerations
- 5.8 Advanced Waste Treatment for Nitrogen Removal
- 5.8.1 Description of the Technique
- 5.8.2 Problems Addressed
- 5.8.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.8.4 Other Considerations
- 5.9 Dredging
- 5.9.1 Description of the Technique
- 5.9.2 Problems Addressed
- 5.9.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.9.4 Other Considerations
- 5.10 Alum Treatment
- 5.10.1 Description of the Technique
- 5.10.2 Problems Addressed
- 5.10.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.10.4 Other Considerations
- 5.11 Watershed Management
- 5.11.1 Description of the Technique
- 5.11.2 Problems Addressed
- 5.11.3 Effectiveness for Reclaimed Water Storage Reservoirs
- 5.12 Summary
- Chapter 6.0: Reservoir Water Quality Models
- 6.1 Overview
- 6.2 EUTROMOD
- 6.2.1 General Model Description and Applications
- 6.2.2 Model Processes
- 6.2.3 Model Requirements
- 6.2.4 Limitations
- 6.2.5 Effectiveness for Reclaimed Water Reservoirs
- 6.3 PHOSMOD
- 6.3.1 General Model Description and Applications
- 6.3.2 Model Processes
- 6.3.3 Model Requirements
- 6.3.4 Limitations
- 6.3.5 Effectiveness for Reclaimed Water Reservoirs
- 6.4 BATHTUB
- 6.4.1 General Model Description and Applications
- 6.4.2 Model Processes
- 6.4.3 Model Requirements
- 6.4.4 Limitations
- 6.4.5 Effectiveness for Reclaimed Water Reservoirs
- 6.5 CE-QUAL-R1
- 6.5.1 General Model Description and Applications
- 6.5.2 Model Processes
- 6.5.3 Model Requirements
- 6.5.4 Limitations
- 6.5.5 Effectiveness for Reclaimed Water Reservoirs
- 6.6 CE-QUAL-W2
- 6.6.1 General Model Description and Applications
- 6.6.2 Model Processes
- 6.6.3 Model Requirements
- 6.6.4 Limitations
- 6.6.5 Effectiveness for Reclaimed Water Reservoirs
- 6.7 RMA2 and RMA4
- 6.7.1 General Model Description and Applications
- 6.7.2 Model Processes
- 6.7.3 Model Requirements
- 6.7.4 Limitations
- 6.7.5 Effectiveness for Reclaimed Water Reservoirs
- 6.8 MIKE 11 RESERVOIR
- 6.8.1 General Model Description and Applications
- 6.8.2 Model Processes
- 6.8.3 Model Requirements
- 6.8.4 Limitations
- 6.8.5 Effectiveness for Reclaimed Water Reservoirs
- 6.9 MIKE 21
- 6.9.1 General Model Description and Applications
- 6.9.2 Model Processes
- 6.9.3 Model Requirements
- 6.9.4 Limitations
- 6.9.5 Effectiveness for Reclaimed Water Reservoirs
- 6.10 CE-QUAL-ICM
- 6.10.1 General Model Description and Applications
- 6.10.2 Model Processes
- 6.10.3 Model Requirements
- 6.10.4 Limitations
- 6.10.5 Effectiveness for Reclaimed Water Reservoirs
- 6.11 WASP5
- 6.11.1 General Model Description and Applications
- 6.11.2 Model Processes
- 6.11.3 Model Requirements
- 6.11.4 Limitations
- 6.11.5 Effectiveness for Reclaimed Water Reservoirs
- 6.12 MIKE 3
- 6.12.1 General Model Description and Applications
- 6.12.2 Model Processes
- 6.12.3 Model Requirements
- 6.12.4 Limitations
- 6.12.5 Effectiveness for Reclaimed Water Reservoirs
- 6.13 CWR Computational Aquatic Ecosystem Dynamics Model (CAEDYM)
- 6.13.1 General Model Description and Applications
- 6.13.2 Model Processes
- 6.13.3 Model Requirements
- 6.13.4 Limitations
- 6.13.5 Effectiveness for Reclaimed Water Reservoirs
- 6.14 Summary
- Chapter 7.0: Management Tools
- 7.1 Overview
- 7.2 Common Water Quality Problems and Management Strategies
- 7.3 Simple Empirical Models
- 7.4 One- and Two-Dimensional Dynamic Models
- 7.5 Three-Dimensional Dynamic Models
- 7.6 Model Selection
- 7.6.1 Model Evaluation Factors
- 7.6.2 Evaluation of Water Quality and Management Strategies
- 7.7 Summary
- References
- Appendices
- Appendix A-Literature Review
- Appendix B-Gray Literature Survey Information
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