CITATION

Water Environment Federation and American Society of Civil Engineers/ Enviornmental & Water Resources Insitute. Design of Urban Stormwater Controls, MOP 23. US: McGraw-Hill Professional, 2012.

Design of Urban Stormwater Controls, MOP 23

Published:  May 2012

eISBN: 9780071704434 0071704434 | ISBN: 9780071704441
  • Contents
  • List of Figures
  • List of Tables
  • Preface
  • Chapter 1 Introduction
  • 1.0 Urban Stormwater Management Overview
  • 2.0 References
  • Chapter 2 Effects of Stormwater on Receiving Waters
  • 1.0 Effects of Urbanization on Water Quantity
  • 2.0 Effects of Stormwater Control Practices on Water Quantity
  • 3.0 Effects of Urbanization on Water Quality
  • 4.0 Effects of Stormwater Control Practices on Water Quality
  • 5.0 Effects of Urbanization on Channel Form
  • 6.0 Effects of Stormwater Control Practices on Channel Form
  • 7.0 Effects of Urbanization on Aquatic Biota
  • 8.0 Effects of Stormwater Control Practices on Aquatic Biota
  • 9.0 Summary
  • 10.0 References
  • 11.0 Suggested Readings
  • Chapter 3 Performance Goals for Stormwater Controls
  • 1.0 Introduction
  • 1.1 Basic Concepts of Stormwater Control
  • 1.2 Relationship between Stormwater Control Objectives and Performance Goals
  • 1.3 Methods for Establishing Performance Criteria
  • 2.0 Methods for Establishing Watershed-Based Performance Criteria
  • 3.0 Methods for Establishing Technology-Based Performance Criteria
  • 3.1 Step 1: Establish Goals
  • 3.2 Step 2: Define the Desired Level of Control
  • 3.3 Step 3: Select Design Precipitation
  • 3.4 Step 4: Define Capture Volumes and Release Rates
  • 4.0 A Note about Water Quality Treatment Effectiveness
  • 5.0 Concluding Remarks
  • 6.0 References
  • Chapter 4 Unit Processes and Operations for Stormwater Control
  • 1.0 Introduction
  • 2.0 Application of Unit Processes and Operations Concepts
  • 2.1 Unit Processes
  • 2.2 Unit Operations
  • 2.3 Systems
  • 2.4 Taxonomy of Stormwater Controls
  • 3.0 Unit Processes for Quantity Control
  • 3.1 Peak Flow Attenuation
  • 3.2 Runoff Volume Reduction
  • 4.0 Unit Processes for Quality Control
  • 4.1 Sedimentation
  • 4.2 Flotation
  • 4.3 Laminar Separation
  • 4.4 Swirl Concentration
  • 4.5 Sorption
  • 4.6 Precipitation
  • 4.7 Coagulation
  • 4.8 Filtration
  • 4.9 Biological Processes
  • 4.10 Temperature Reduction
  • 4.11 Disinfection
  • 4.12 Screening
  • 5.0 Concluding Remarks
  • 6.0 References
  • 7.0 Suggested Readings
  • Chapter 5 Selection Criteria and Design Considerations
  • 1.0 Introduction
  • 2.0 Understanding Goals and Design Criteria
  • 2.1 Planning Considerations
  • 2.2 Goals for Stormwater Management
  • 2.3 Enforcement
  • 3.0 Understanding and Protecting Site Resources
  • 3.1 Headwater Streams
  • 3.2 Wetlands
  • 3.3 Floodplains
  • 3.4 Riparian Buffers
  • 3.5 Existing Forests and Vegetation
  • 3.6 Native Soil Structure
  • 3.7 Steep Slopes
  • 4.0 Identification of Source Controls
  • 4.1 Runoff Source Controls
  • 4.2 Pollutant Source Control
  • 4.3 Runoff Conveyance and Diversions
  • 5.0 Selection of Structural Controls
  • 5.1 System Configuration Principles
  • 5.2 Constraints
  • 6.0 Implementation and Performance Monitoring
  • 6.1 Construction Sequencing and Inspection
  • 6.2 Monitoring
  • 7.0 References
  • 8.0 Suggested Readings
  • Chapter 6 Basins
  • 1.0 Description
  • 2.0 Design Principles
  • 2.1 Sediment Storage Considerations
  • 2.2 Basin Geometry
  • 2.3 Physical Site Suitability
  • 3.0 Cisterns and Rain Barrels
  • 3.1 Typical Applications
  • 3.2 Limitations
  • 3.3 Design Procedure and Criteria
  • 3.4 Aesthetic and Safety Considerations
  • 3.5 Access and Maintenance Features
  • 4.0 Forebays
  • 4.1 Typical Applications
  • 4.2 Limitations
  • 4.3 Design Procedure and Criteria
  • 4.4 Aesthetic and Safety Considerations
  • 4.5 Access and Maintenance Features
  • 5.0 Vaults and Swirl Concentrators
  • 5.1 Typical Applications
  • 5.2 Limitations
  • 5.3 Design Procedure and Criteria
  • 5.4 Aesthetic and Safety Considerations
  • 5.5 Access and Maintenance Features
  • 6.0 Oil and Water Separators
  • 6.1 Typical Applications
  • 6.2 Limitations
  • 6.3 Design Procedure and Criteria
  • 6.4 Aesthetic and Safety Considerations
  • 6.5 Access and Maintenance Features
  • 7.0 Dry Basins
  • 7.1 Typical Applications
  • 7.2 Limitations
  • 7.3 Design Procedure and Criteria
  • 7.4 Aesthetic and Safety Considerations
  • 7.5 Access and Maintenance Features
  • 7.6 Dry Basin Design Example
  • 8.0 Wet Basins
  • 8.1 Typical Applications
  • 8.2 Limitations
  • 8.3 Design Procedure and Criteria
  • 8.4 Aesthetic and Safety Considerations
  • 8.5 Access and Maintenance Features
  • 9.0 Wetlands
  • 9.1 Typical Applications
  • 9.2 Limitations
  • 9.3 Design Procedure and Criteria
  • 9.4 Aesthetic and Safety Considerations
  • 9.5 Access and Maintenance Features
  • 10.0 References
  • 11.0 Suggested Readings
  • Chapter 7 Swales and Strips
  • 1.0 Description
  • 2.0 Basic Design Principles
  • 2.1 Typical Applications
  • 2.2 Limitations
  • 2.3 Design Criteria
  • 3.0 Swales
  • 3.1 Typical Applications
  • 3.2 Limitations
  • 3.3 Design Procedure and Criteria
  • 3.4 Aesthetic and Safety Considerations
  • 3.5 Access and Maintenance Features
  • 3.6 Design Example
  • 4.0 Strips
  • 4.1 Typical Applications
  • 4.2 Limitations
  • 4.3 Design Procedure and Criteria
  • 4.4 Aesthetic and Safety Considerations
  • 4.5 Access and Maintenance Features
  • 4.6 Design Example
  • 5.0 References
  • 6.0 Suggested Readings
  • Chapter 8 Filters
  • 1.0 Description
  • 2.0 Design Principles
  • 2.1 Sizing the Filter
  • 2.2 Permeability and Hydraulic Conductivity
  • 2.3 Pretreatment
  • 2.4 Underdrains
  • 2.5 Design of the Filter Bed
  • 2.6 Outlet Structures
  • 2.7 Maintenance Considerations
  • 3.0 Surface Sand Filter
  • 3.1 Typical Applications
  • 3.2 Limitations
  • 3.3 Design Procedure and Criteria
  • 3.4 Aesthetic and Safety Considerations
  • 3.5 Access and Maintenance Features
  • 3.6 Sand Filter Design Example
  • 4.0 Subsurface Sand Filter
  • 4.1 Typical Applications
  • 4.2 Limitations
  • 4.3 Design Procedure and Criteria
  • 4.4 Aesthetic and Safety Considerations
  • 4.5 Access and Maintenance Features
  • 5.0 Bioretention Filter
  • 5.1 Typical Applications
  • 5.2 Limitations
  • 5.3 Design Procedure and Criteria
  • 5.4 Aesthetic and Safety Considerations
  • 5.5 Access and Maintenance Features
  • 5.6 Bioretention Filter Design Example
  • 6.0 Landscaped Roofs
  • 6.1 Typical Applications
  • 6.2 Limitations
  • 6.3 Design Procedure and Criteria
  • 6.4 Aesthetic and Safety Considerations
  • 6.5 Access and Maintenance Features
  • 7.0 Drain Inlet Inserts
  • 7.1 Typical Applications
  • 7.2 Limitations
  • 7.3 Design Procedure and Criteria
  • 7.4 Aesthetic and Safety Considerations
  • 7.5 Access and Maintenance Features
  • 8.0 Manufactured Filters
  • 8.1 Typical Applications
  • 8.2 Limitations
  • 8.3 Design Procedure and Criteria
  • 8.4 Aesthetic and Safety Considerations
  • 8.5 Access and Maintenance Features
  • 9.0 Subsurface Gravel Wetland
  • 9.1 Typical Applications
  • 9.2 Limitations
  • 9.3 Design Procedure and Criteria
  • 9.4 Aesthetic and Safety Considerations
  • 9.5 Access and Maintenance Features
  • 9.6 Subsurface Gravel Wetland Design Example
  • 10.0 References
  • Chapter 9 Infiltrators
  • 1.0 Description
  • 2.0 Design Principles
  • 2.1 Physical Site Suitability
  • 2.2 Hydraulic Control
  • 2.3 Unit Processes
  • 2.4 Limitations
  • 2.5 Design Capture Volume
  • 2.6 Soil Infiltration and Storage Properties
  • 2.7 Arid or Semiarid Climates
  • 2.8 Cold Climates
  • 2.9 Groundwater Contamination Potential
  • 2.10 Karst Terrain
  • 2.11 Urban Soils
  • 2.12 Estimating the Life Span of Infiltrators
  • 3.0 Infiltration Basins
  • 3.1 Typical Applications
  • 3.2 Limitations
  • 3.3 Design Procedure and Criteria
  • 3.4 Aesthetic and Safety Considerations
  • 3.5 Access and Maintenance Features
  • 3.6 Design Example
  • 4.0 Infiltration Trenches and Vaults
  • 4.1 Typical Applications
  • 4.2 Limitations
  • 4.3 Design Procedure and Criteria
  • 4.4 Aesthetic and Safety Considerations
  • 4.5 Access and Maintenance Features
  • 4.6 Design Example
  • 5.0 Dry Wells
  • 5.1 Typical Applications
  • 5.2 Limitations
  • 5.3 Design Procedure and Criteria
  • 5.4 Aesthetic and Safety Considerations
  • 5.5 Access and Maintenance Features
  • 6.0 Permeable Pavement
  • 6.1 Typical Applications
  • 6.2 Limitations
  • 6.3 Design Procedure and Criteria
  • 6.4 Aesthetic and Safety Considerations
  • 6.5 Access and Maintenance Features
  • 7.0 References
  • 8.0 Suggested Readings
  • Chapter 10 Gross Pollutant Traps and Mechanical Operations
  • 1.0 Basic Design Principles
  • 1.1 Description
  • 1.2 Typical Applications
  • 1.3 Limitations
  • 1.4 Access
  • 1.5 Aesthetic and Safety Considerations
  • 2.0 Screens
  • 2.1 Description
  • 2.2 Typical Applications
  • 2.3 Limitations
  • 2.4 Design Procedure and Criteria
  • 2.5 Aesthetic and Safety Considerations
  • 2.6 Access and Maintenance Features
  • 3.0 Nets
  • 3.1 Description
  • 3.2 Typical Applications
  • 3.3 Limitations
  • 3.4 Design Procedure and Criteria
  • 3.5 Aesthetic and Safety Considerations
  • 3.6 Access and Maintenance Features
  • 4.0 Baskets
  • 4.1 Description
  • 4.2 Typical Applications
  • 4.3 Limitations
  • 4.4 Design Procedure and Criteria
  • 4.5 Aesthetic and Safety Considerations
  • 4.6 Access and Maintenance Features
  • 5.0 Racks
  • 5.1 Description
  • 5.2 Typical Applications
  • 5.3 Limitations
  • 5.4 Design Procedure and Criteria
  • 5.5 Aesthetic and Safety Considerations
  • 5.6 Access and Maintenance Features
  • 5.7 Design Example
  • 6.0 Hoods
  • 6.1 Description
  • 6.2 Typical Applications
  • 6.3 Limitations
  • 6.4 Design Procedure and Criteria
  • 6.5 Aesthetic and Safety Considerations
  • 6.6 Access and Maintenance Features
  • 6.7 Design Example
  • 7.0 References
  • Chapter 11 Maintenance of Stormwater Controls
  • 1.0 Introduction
  • 1.1 Overview
  • 1.2 Maintenance Requirements and Level of Effort
  • 2.0 General Maintenance Considerations
  • 2.1 Inspection Programs
  • 2.2 As-Built Drawings
  • 2.3 Effects of Construction Activities on Stormwater Control Maintenance
  • 2.4 Vegetation Management
  • 2.5 Sediment Accumulation, Removal, and Disposal
  • 2.6 Liquid Removal and Disposal
  • 2.7 Role of Stormwater Systems and Pretreatment
  • 2.8 Vector and Pest Management
  • 2.9 Privately Owned Low-Impact Development Systems
  • 3.0 Detailed Guidelines for Stormwater Control Maintenance
  • 3.1 Maintenance of Vegetated Swales and Strips
  • 3.2 Basin Maintenance
  • 3.3 Filter Maintenance
  • 3.4 Infiltrator Maintenance
  • 3.5 Catch Basin Cleaning
  • 4.0 Conclusions
  • 5.0 References
  • Chapter 12 Whole Life Cost of Stormwater Controls
  • 1.0 Whole Life Cost Model
  • 2.0 Capital Costs
  • 2.1 Approach
  • 2.2 Cost Components
  • 2.3 Capital Cost Influences
  • 3.0 Capital Costs for Various Stormwater Controls
  • 3.1 Basin Capital Cost
  • 3.2 Infiltrator Capital Costs
  • 3.3 Capital Costs of Vegetated Swales and Strips
  • 3.4 Filter Capital Costs
  • 4.0 Maintenance Costs for Various Stormwater Controls
  • 4.1 Factors Affecting Cost Estimates
  • 4.2 Vegetated Swales and Strips
  • 4.3 Basins
  • 4.4 Swirl Concentrators and Vaults
  • 4.5 Media Filters
  • 4.6 Bioretention Filters
  • 5.0 Whole Life Cost Summary
  • 5.1 Vegetated Swales and Strips
  • 5.2 Basins
  • 5.3 Filters
  • 5.4 Infiltrator Facilities
  • 6.0 Whole Life Cost Comparison
  • 7.0 Effect of Stormwater Systems on Whole Life Cost
  • 8.0 References
  • Chapter 13 Performance Assessment
  • 1.0 Introduction
  • 1.1 General Overview
  • 1.2 Practical Considerations
  • 2.0 Overview of Assessment Plan Development
  • 2.1 Formulate Objectives Based on Goals
  • 2.2 Formulate Criteria or Metrics for Satisfying the Objectives
  • 2.3 Establish Assessment Method and Tools
  • 2.4 Establish Data Needs
  • 2.5 Develop Monitoring Plan to Collect Data
  • 3.0 Overview of Assessment Plan Implementation
  • 3.1 Collect Data
  • 3.2 Evaluate Data for Quality and Usefulness
  • 3.3 Apply Data to Assess Performance
  • 3.4 Reporting
  • 4.0 Formulating Objectives and Assessment Criteria or Metrics
  • 4.1 Considerations for Evaluating Stormwater Control Performance
  • 4.2 Implication of Stormwater Control Types
  • 4.3 Typical Objectives
  • 4.4 Examples of Criteria or Metrics
  • 5.0 Assessment Methods
  • 5.1 Qualitative Methods
  • 5.2 Quantitative Methods
  • 5.3 Parametric Analysis of Variance
  • 5.4 Nonparametric Methods
  • 6.0 Data and Informational Needs
  • 6.1 Types of Parameters
  • 6.2 Parameters of Interest
  • 6.3 Estimating Minimal Amount of Information
  • 6.4 Existing Data
  • 6.5 Identifying Data Gaps
  • 7.0 Performance Assessment Plan
  • 7.1 Available Resources
  • 7.2 Plan Optimization
  • 7.3 Defining Plan Elements
  • 8.0 Plan Implementation
  • 8.1 Training
  • 8.2 Site Preparation
  • 8.3 Pre-Event Preparation
  • 8.4 Event Monitoring
  • 8.5 Validation of Collected Information and Data
  • 8.6 Plan Assessment
  • 9.0 Reporting Stormwater Control Performance
  • 9.1 Useful Graphical Presentations
  • 9.2 Typical Discussion Points
  • 9.3 Data Reporting Formats
  • 10.0 Statistical Analysis
  • 10.1 Example 1
  • 10.2 Example 2
  • 10.3 Example 3
  • 11.0 References
  • Chapter 14 Analytical Tools for Simulation of Stormwater Controls
  • 1.0 Introduction—Modeling Needs
  • 2.0 Modeling Processes in Stormwater Controls
  • 2.1 Modeling of Hydrologic and Hydraulic Processes
  • 2.2 Modeling of Water Quality Processes
  • 3.0 Conceptual Models for Stormwater Controls
  • 3.1 Basins
  • 3.2 Gross Pollutant Traps
  • 3.3 Drain Inlet Inserts
  • 3.4 Swales and Strips
  • 3.5 Swirl Concentrators
  • 3.6 Vaults
  • 3.7 Forebays
  • 3.8 Cisterns
  • 3.9 Filters
  • 3.10 Landscaped Roofs
  • 3.11 Bioretention
  • 3.12 Pervious Pavements
  • 4.0 Modeling Approaches
  • 4.1 Hydrologic Models
  • 4.2 Unit Process Models for Stormwater Controls
  • 4.3 Usefulness, Appropriateness, and Reasonableness
  • 4.4 Analytical and Empirical Equations
  • 4.5 Spreadsheet Models
  • 4.6 Models for Individual Controls
  • 4.7 Catchment Models
  • 4.8 Model Reviews
  • 5.0 Selection of a Stormwater Control Model
  • 5.1 Modeling Objectives
  • 5.2 Hydrologic Processes
  • 5.3 Model Scope
  • 5.4 Intended Use
  • 5.5 Modeler Experience
  • 5.6 Complexity
  • 5.7 Spatial and Temporal Considerations
  • 5.8 Performance Considerations
  • 5.9 Preprocessing and Postprocessing Utilities
  • 5.10 Guidance on Model Selection Using a Case Study
  • 6.0 Data Needs
  • 6.1 National Data Sources
  • 6.2 Quality Assurance Program Plans
  • 6.3 Additional Data Collection, Analysis, and Interpretation
  • 7.0 Model Application
  • 7.1 Calibration Process
  • 7.2 Guidance on Calibration Criteria
  • 7.3 Sensitivity and Uncertainty Analyses
  • 7.4 Single Events and Continuous Simulation
  • 7.5 Guidance for Performance Assessment of Individual versus Integrated Controls
  • 7.6 Modeling Operation and Maintenance of Stormwater Controls
  • 7.7 Usefulness and Applicability
  • 7.8 Cost Considerations
  • 7.9 Selection of Controls in a Watershed Context
  • 7.10 Role of Optimization and Decision Support Systems
  • 8.0 Case Studies
  • 8.1 Site-Scale or Subwatershed Example
  • 8.2 Comprehensive Watershed-Scale Example
  • 9.0 Recent Developments in Analytical Tools
  • 9.1 Climate Change
  • 9.2 Sustainability
  • 9.3 Integrated Urban Drainage Modeling
  • 10.0 References
  • 11.0 Suggested Readings
  • Index