Innovative Urban Wet-Weather Flow Management Systems
By:Â Richard Field, James P. Heaney, Robert E. Pitt
Hardcover | 27 June 2000 | Edition Number 1
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535 Pages
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Preface | p. xxi |
Acknowledgments | p. xxiii |
Tables | p. xxv |
Figures | p. xxix |
Abbreviations and Symbols | p. xxxv |
Introduction | p. 1 |
Introduction | p. 1 |
Principles of Integrated Urban Water Management | p. 1 |
Sustainable Urban Water Management | p. 1 |
Source Characterization | p. 2 |
Receiving Water and Other Impacts | p. 2 |
Collection Systems | p. 3 |
Assessment of Stormwater Best Management Practice Effectiveness | p. 3 |
Stormwater Storage-Treatment-Reuse Systems | p. 3 |
Urban Stormwater and Watershed Management: A Case Study | p. 4 |
Cost Analysis and Financing of Urban Water Infrastructure | p. 4 |
Institutional Arrangements | p. 5 |
Principles of Integrated Urban Water Management | p. 7 |
Introduction | p. 7 |
The Neighborhood Spatial Scale | p. 7 |
Trends in Urbanization | p. 7 |
Historical Patterns | p. 7 |
Impact of the Automobile | p. 8 |
Impact of Subdivision Regulations | p. 11 |
Contemporary Neighborhoods and Urban Sprawl | p. 11 |
Historical Infrastructure Development Patterns | p. 13 |
Interceptor Sewers and Urban Sprawl | p. 14 |
Federal Housing and Urban Development Programs | p. 15 |
Federal Transportation Programs | p. 16 |
Summary of the Impacts of Federal Urban Programs | p. 16 |
Possible New Approaches | p. 17 |
Neo-traditional Neighborhoods | p. 17 |
Related EPA Activities Dealing with Urban Growth Patterns | p. 19 |
Green Development | p. 19 |
Studies of Chesapeake Bay | p. 20 |
Brownfield Redevelopment | p. 21 |
Sustainability Principles for Urban Infrastructure | p. 22 |
Sustainability and Optimal Size of Infrastructure Systems | p. 24 |
Models for Evaluating Future Infrastructure | p. 25 |
Research Initiatives Related to Urban Infrastructure | p. 26 |
Transportation/Land Use Strategies to Alleviate Congestion | p. 27 |
Projected Future Trends | p. 27 |
Origins of Stormwater in Urban Areas | p. 28 |
Introduction | p. 28 |
Rainfall-Runoff Relationships at the Neighborhood Scale | p. 28 |
Previous Studies of Imperviousness | p. 31 |
Sources of Urban Runoff | p. 34 |
Categories of Urban Catchments | p. 34 |
How Imperviousness Varies for Different Types of Urban Developments | p. 36 |
Pre-Automobile Neighborhoods | p. 37 |
Imperviousness in Pre-Automobile Era | p. 41 |
Pre-Expressway Neighborhoods | p. 41 |
Results for Pre-Expressway Era | p. 41 |
Post-Expressway Neighborhoods | p. 41 |
General Conclusions Regarding the Effect of Changing Land Use | p. 45 |
Components of Urban Land Use and Stormwater Problems | p. 51 |
Streets and Highways | p. 51 |
Street Classification and Utilization | p. 54 |
Recommendations for Residential Streets | p. 54 |
Streets and Stormwater Runoff | p. 55 |
Parking | p. 55 |
Lot Size | p. 59 |
Dwelling Unit Footprint | p. 59 |
Covered Porches and Patios | p. 60 |
Garages and Carports | p. 60 |
Driveways | p. 60 |
Attached, Front Facing Garage | p. 61 |
Attached, Side or Rear Facing Garage | p. 61 |
Detached Garage in Rear of Lot | p. 61 |
Pervious Area on Property | p. 61 |
Alleys | p. 62 |
Sidewalks | p. 62 |
Curb and Gutter and Swales | p. 63 |
Planting Strip Between Street and Sidewalk | p. 63 |
Overall Right of Way | p. 63 |
Will Americans Reduce Auto Use? | p. 64 |
Summary and Conclusions | p. 64 |
References | p. 66 |
Sustainable Urban Water Management | p. 75 |
Introduction | p. 75 |
Systems View of Urban Water Management | p. 75 |
Sustainability Principles of Urban Water Infrastructure | p. 77 |
Urban Water Budget | p. 80 |
Literature Review | p. 80 |
Dry Weather Urban Water Budget | p. 82 |
Indoor Urban Residential Water Use | p. 83 |
Toilet Flushing | p. 87 |
Clothes Washing | p. 88 |
Showers and Baths | p. 88 |
Faucet Use | p. 88 |
Dishwashers | p. 88 |
Water Use for Cooling | p. 89 |
Outdoor Urban Residential Water Use | p. 89 |
Infiltration and Inflow | p. 91 |
Summary of Sources of Dry-Weather Flow into Sanitary and Combined Sewers | p. 91 |
Quantities of Precipitation in Urban Areas | p. 94 |
Results of Water Budget Case Studies | p. 94 |
Arizona | p. 94 |
Germany | p. 98 |
Melborne, Australia | p. 99 |
Adelaide, Australia | p. 100 |
Simulated Monthly Urban Water Budgets for Denver and New York | p. 105 |
General | p. 105 |
Water Use | p. 105 |
Indoor Water Use | p. 105 |
Outdoor Water Use | p. 106 |
Total Water Use | p. 106 |
Wastewater | p. 109 |
Stormwater Runoff | p. 112 |
Summary Water Budgets | p. 112 |
Future Urban Water Scenarios | p. 113 |
References | p. 117 |
Source Characterization | p. 121 |
The Source Concept | p. 121 |
Sources and Characteristics of Urban Runoff Pollutants | p. 122 |
Chemical Quality of Rocks and Soils | p. 125 |
Street Dust and Dirt Pollutant Sources | p. 126 |
Characteristics | p. 126 |
Street Dirt Accumulation | p. 128 |
Washoff of Street Dirt | p. 132 |
Observed Particle Size Distributions in Stormwater | p. 147 |
Atmospheric Sources of Urban Runoff Pollutants | p. 148 |
Source Area Sheetflow and Particulate Quality | p. 155 |
Source Area Particulate Quality | p. 155 |
Warm Weather Sheetflow Quality | p. 155 |
Other Pollutant Contributions to the Storm Drainage System | p. 168 |
Sources of Stormwater Toxicants | p. 168 |
Analyses and Sampling | p. 169 |
Potential Sources | p. 173 |
Results | p. 173 |
References | p. 180 |
Receiving Water and Other Impacts | p. 185 |
Desired Water Uses versus Stormwater Impacts | p. 185 |
Toxicological Effects of Stormwater | p. 186 |
Ecological Effects of Stormwater | p. 187 |
Fate of Stormwater Pollutants in Surface Waters | p. 192 |
Human Health Effects of Stormwater | p. 193 |
Groundwater Impacts from Stormwater Infiltration | p. 194 |
Constituents of Concern | p. 194 |
Nutrients | p. 194 |
Pesticides | p. 194 |
Other Organics | p. 195 |
Pathogenic Microorganisms | p. 196 |
Heavy Metals and Other Inorganic Compounds | p. 196 |
Salts | p. 197 |
Recommendations to Protect of Groundwater During Stormwater Infiltration | p. 197 |
References | p. 204 |
Collection Systems | p. 211 |
Introduction | p. 211 |
Problems Commonly Associated with Present Day Collection Systems | p. 213 |
Combined Sewer Systems | p. 214 |
Inflow and Infiltration | p. 216 |
Inflow | p. 216 |
Infiltration | p. 217 |
Inflow/Infiltration Analysis and Design Challenges | p. 218 |
Sanitary Sewer Overflows | p. 228 |
Separate Stormwater Collection Systems and Nonpoint Sources | p. 230 |
Solids and Their Effect on Sewer Design and Operation | p. 231 |
Predicting Pollutant Transport in Collection Systems | p. 235 |
Characteristics and Treatability of Solids in Collection Systems | p. 236 |
Innovative Collection System Design--The State of the Art | p. 236 |
Current Innovative Technologies--Review of Case Studies | p. 237 |
Data Management, SCADA, Real Time Control | p. 237 |
Sanitary Sewer Technology--Vacuum Sewers | p. 239 |
Low Pressure Sewers | p. 240 |
Small-Diameter Gravity Sewers | p. 243 |
Black water/Gray water Separation Systems | p. 243 |
Waste/Source Separation | p. 243 |
Composting | p. 245 |
Combined Systems for the Future? | p. 245 |
Future Directions: Collection Systems of the 21st Century | p. 245 |
Future Collection System Scenarios | p. 246 |
High Density Areas | p. 246 |
Suburban Development | p. 246 |
References | p. 248 |
Assessment of Stormwater Best Management Practice Effectiveness | p. 255 |
Introduction | p. 255 |
Objectives in the Use of Best Management Practices for Stormwater Quality Management | p. 256 |
Nonstructural Best Management Practices | p. 259 |
Structural Best Management Practices | p. 260 |
Minimized Directly Connected Impervious Area | p. 260 |
Water Quality Inlets | p. 262 |
Infiltration Practices | p. 262 |
Filter Basins and Filter Inlets | p. 263 |
Swirl-Type Concentrators | p. 263 |
Extended Detention Basins | p. 263 |
Retention Ponds | p. 263 |
Wetlands | p. 264 |
Stormwater Quality Management Hydrology | p. 264 |
An Assessment of Best Management Practice Effectiveness | p. 266 |
Non-Structural Best Management Practices | p. 266 |
Pollutant Source Controls | p. 267 |
Public Education and Citizen Involvement Programs | p. 268 |
Street Sweeping, Leaf Pickup, and Deicing Programs | p. 269 |
Local Government Rules and Regulations | p. 269 |
Elimination of Illicit Discharges | p. 269 |
Structural Best Management Practices: Design Considerations | p. 270 |
Local Climate | p. 270 |
Design Storm | p. 270 |
Nature of Pollutants | p. 270 |
Operation and Maintenance | p. 272 |
On-Site or Regional Control | p. 272 |
Structural Best Management Practices: Performance | p. 273 |
Minimized Directly Connected Impervious Area | p. 273 |
Grass Swales | p. 274 |
Grass Buffer Strips | p. 274 |
Porous Pavement | p. 275 |
Percolation Trenches | p. 275 |
Infiltration Basins | p. 276 |
Media Filter Basins and Filter Inlets | p. 276 |
Water Quality Inlets | p. 277 |
Swirl-Type Concentrators | p. 278 |
Extended Detention Basins | p. 278 |
Retention Ponds | p. 279 |
Wetlands | p. 280 |
Summary on Best Management Practice Effectiveness | p. 282 |
Nonstructural Best Management Practices | p. 282 |
Structural Best Management Practices | p. 283 |
The Definition of Effectiveness | p. 283 |
Research and Design Technology Development Needs | p. 284 |
Design Robustness | p. 285 |
Runoff Impacts Mitigation | p. 285 |
Summary of the Usability of the Evaluated BMPs | p. 287 |
Stormwater Systems of the Future | p. 289 |
Use of Combined Wastewater and Storm Sewer Systems | p. 290 |
Use of Separate Stormwater Systems | p. 291 |
Closing Remarks | p. 293 |
References | p. 295 |
Stormwater Storage-Treatment-Reuse Systems | p. 301 |
Introduction | p. 301 |
Stormwater Treatment | p. 301 |
Effect of Initial Concentration | p. 301 |
Effect of Change of Storage | p. 301 |
Effect of Mixing Regime | p. 301 |
Effect of Nature of the Suspended Solids | p. 302 |
Essential Features of Future Wet-Weather Control Facilities | p. 302 |
High-Rate Operation of Wastewater Treatment Plants | p. 302 |
Stormwater Reuse Systems | p. 302 |
Introduction | p. 302 |
Previous Studies | p. 303 |
Estimating the Demand for Urban Irrigation Water | p. 307 |
Urban Water Budgets | p. 307 |
Water Budget Concepts | p. 308 |
Methods of Analysis | p. 311 |
Results | p. 315 |
Conclusions | p. 322 |
References | p. 323 |
Urban Stormwater and Watershed Management: A Case Study | p. 329 |
Overview | p. 329 |
Watershed Planning Methodologies | p. 329 |
Contemporary Principles of Watershed Management | p. 330 |
American Water Resources Association | p. 330 |
Water Environment Federation | p. 331 |
U.S. Environmental Protection Agency | p. 331 |
Case Study of Urban Stormwater Management within a Watershed Framework | p. 331 |
Introduction | p. 331 |
Hydrology | p. 332 |
Introduction | p. 332 |
Precipitation Analysis | p. 335 |
Streamflow Stations | p. 336 |
North Boulder Creek | p. 336 |
Middle Boulder Creek | p. 336 |
South Boulder Creek | p. 344 |
Groundwater | p. 345 |
Land Use and Growth Management in Boulder Valley | p. 345 |
General | p. 345 |
Relative Importance of Urban Land Use | p. 346 |
Water Management Infrastructure | p. 351 |
Storage | p. 351 |
Canals | p. 351 |
Control Works | p. 351 |
Pipelines | p. 352 |
Imports and Exports | p. 352 |
Current Water Management System | p. 352 |
Water Quantity | p. 352 |
Municipal Water Supply and Wastewater Return | p. 352 |
Agricultural Water Supply | p. 353 |
Flood Control | p. 353 |
Greenway Program | p. 356 |
Hydropower | p. 359 |
In-stream Flow Needs | p. 359 |
Importation of Water | p. 361 |
Overall Water Budget for Boulder | p. 361 |
Sources | p. 362 |
Sinks | p. 362 |
Annual Water Budget | p. 362 |
Monthly Water Budget | p. 363 |
Daily Water Budget | p. 368 |
Hourly Water Budget | p. 368 |
Conclusions Drawn from the Water Budget | p. 371 |
Urban Stormwater Quality | p. 372 |
Stormwater Pollution in Boulder | p. 372 |
Agricultural Water Quality | p. 372 |
Forest Fires | p. 372 |
Highway Runoff | p. 372 |
Mining Runoff | p. 372 |
Urban Stormwater Quality | p. 372 |
Recreation and Water Quality in Boulder Creek | p. 374 |
Wastewater Characteristics | p. 374 |
Removal Efficiencies | p. 378 |
Sanitary Sewer Overflows | p. 378 |
Overall Receiving Water Quality Impacts | p. 378 |
Upper Section--Boulder Creek Immediately Above the City | p. 382 |
Middle Section--Boulder Creek at 28th St | p. 382 |
Lower Section--Boulder Creek Below 75th St | p. 382 |
Risk-Based Analysis of Urban Runoff Quality | p. 383 |
Covariance Between Concentration and Flow | p. 384 |
Covariance Between Upstream Flow and Urban Runoff | p. 384 |
References | p. 388 |
Cost Analysis and Financing of Urban Water Infrastructure | p. 391 |
Introduction | p. 391 |
Demand for Water Infrastructure | p. 391 |
Effect of Density on Imperviousness | p. 391 |
Effect of Density on Pipe Length | p. 391 |
Water Supply | p. 396 |
Wastewater | p. 397 |
Stormwater | p. 397 |
Optimal Scale of the Urban Water System | p. 397 |
Costs of Infrastructure Components | p. 401 |
Cost of Piping | p. 401 |
Cost of Treatment | p. 408 |
Cost of Storage | p. 411 |
Summary of Costs for Urban Stormwater Systems | p. 413 |
Financing Methods | p. 413 |
Tax Funded System | p. 414 |
Service Charge-Funded System | p. 415 |
Exactions and Impact Fees | p. 416 |
Special Assessment Districts | p. 416 |
Conclusions on Finance | p. 416 |
References | p. 417 |
Institutional Arrangements | p. 421 |
Introduction | p. 421 |
Existing Models of Stormwater Management Institutions | p. 421 |
Required Characteristics of Stormwater Management Institutions | p. 424 |
Specific Issues to Be Addressed by Stormwater Management Institutions | p. 425 |
Financing | p. 425 |
Staffing: Interdisciplinary Approach | p. 427 |
Administrative Authority | p. 427 |
Regulatory Flexibility | p. 428 |
Clear Regulations and Standards | p. 428 |
Legal Challenges | p. 430 |
Regional Solutions | p. 430 |
Total Risk Management | p. 431 |
Maintenance | p. 432 |
Monitoring/Evaluation | p. 432 |
Modeling and Performance Auditing | p. 433 |
Nonstructural Source Control Strategies | p. 434 |
Retrofitting | p. 434 |
Technology Transfer | p. 435 |
Guidance for Practices Such as Riparian Corridor Preservation and Restoration | p. 435 |
Public Involvement and Education | p. 437 |
Conclusion | p. 437 |
References | p. 439 |
Summary and Conclusions | p. 443 |
Summary and Conclusions | p. 443 |
Principles of Integrated Urban Water Management | p. 443 |
Sustainable Urban Water Management | p. 443 |
Source Characterization | p. 443 |
Receiving Water and Other Impacts | p. 444 |
Collection Systems | p. 445 |
Assessments of Stormwater Best Management Practices Technology | p. 445 |
Stormwater Storage-Treatment-Reuse Systems | p. 446 |
Urban Stormwater and Watershed Management: Case Study | p. 446 |
Cost Analysis and Financing of Urban Water Infrastructure | p. 447 |
Institutional Arrangements | p. 447 |
Innovative Stormwater Management in New Development: Planning Case Study | p. 449 |
Introduction | p. 449 |
Background | p. 449 |
The Master-Planning Process | p. 451 |
Program Goals | p. 451 |
Flood Control | p. 453 |
Water Quality Control | p. 453 |
Ecosystem Management | p. 453 |
Levels of Service | p. 454 |
Methodology | p. 457 |
Stormwater Modeling | p. 457 |
Hydrologic Model | p. 457 |
Hydraulic Model | p. 457 |
Water Quality Model | p. 458 |
Hydrologic Parameters | p. 458 |
Subbasin and Hydrologic Unit Areas | p. 459 |
Rainfall Intensities and Quantities | p. 459 |
Rainfall for Water Quality Modeling | p. 459 |
Rainfall for Runoff Modeling | p. 459 |
Soil Types and Capabilities | p. 461 |
Overland Flow Parameters | p. 462 |
Land Use and Impervious Areas | p. 463 |
Hydraulic Parameters | p. 464 |
Structures/Facilities | p. 465 |
Stage-Area Relationships | p. 467 |
Stage and Discharge Data | p. 467 |
Floodplains and Floodways | p. 469 |
Water Quality Parameters | p. 470 |
Selection of Water Quality Loading Factors | p. 470 |
Identification of Pollutants | p. 471 |
Selection of Stormwater Pollution Loading Factors | p. 471 |
Land Use Load Factors | p. 472 |
Open/Nonurban Land Use Load Factors | p. 473 |
Water Bodies | p. 473 |
Major Roads | p. 473 |
Recommendation of Stormwater Pollutant Loading Factors | p. 473 |
Delivery Ratio/Travel Time | p. 475 |
Point Source Discharge | p. 475 |
Best Management Practice Pollutant Removal Efficiencies | p. 475 |
Surface Water Quality Classifications | p. 476 |
Historical Water Quality Monitoring Data | p. 478 |
Evaluation of Best Management Practices | p. 480 |
Best Management Practices Considerations | p. 480 |
Alternative Best Management Practices | p. 481 |
Structural Stormwater Controls | p. 481 |
Nonstructural Source Controls | p. 481 |
Operation and Maintenance (OandM) | p. 482 |
Regional versus Onsite Structural Best Management Practices | p. 482 |
Onsite Approach | p. 482 |
Regional Approach | p. 483 |
Best Management Practices Implementation Considerations | p. 488 |
Recommended Best Management Practices | p. 491 |
Introduction | p. 491 |
Pretreatment Best Management Practices | p. 492 |
Minimization of Directly Connected Impervious Area | p. 492 |
Landscaped Swales and Grass-Lined Swales | p. 492 |
Curb Connections to Swales | p. 494 |
Capture Ratios of Swales | p. 497 |
Oil-Water Separators | p. 497 |
Sediment Forebays | p. 497 |
Source Reduction | p. 500 |
Wet Detention Location and Sizing Criteria | p. 500 |
Regional Facility Location Criteria | p. 500 |
Regional Facility Sizing Methodology | p. 500 |
Live Pool Volume | p. 501 |
Live Pool Volume Bleed-Down Requirements | p. 501 |
Permanent Pool Volume | p. 502 |
Flood Control Requirements | p. 504 |
Regional Stormwater System Review Considerations | p. 506 |
Water Quality Results | p. 506 |
Introduction | p. 506 |
Scenarios | p. 507 |
Future Land Use with Recommended Best Management Practices | p. 507 |
Water Quantity Results | p. 510 |
Introduction | p. 510 |
Model Calibration | p. 510 |
Level of Service and Problem Area Definitions | p. 511 |
Water Quantity Evaluation of Existing PSWMS | p. 512 |
Proposed Regional Wet Detention Facilities | p. 515 |
Use of Existing Borrow Pits as Stormwater Facilities | p. 516 |
Flood Control Benefits | p. 516 |
Recommendations | p. 520 |
Introduction | p. 520 |
Capital Improvement Program for Structural Controls | p. 521 |
Review of Factors | p. 521 |
Technical Feasibility and Reliability | p. 521 |
System Maintainability | p. 521 |
Sociopolitical Acceptability | p. 521 |
Economics | p. 521 |
Environmental Consistency | p. 522 |
Financial Ability | p. 522 |
CIP Summary | p. 522 |
Project Phasing | p. 523 |
Operation and Maintenance | p. 523 |
Nonstructural Controls | p. 527 |
Monitoring | p. 529 |
Recommended Monitoring Program | p. 529 |
Rainfall | p. 529 |
Water Quality | p. 529 |
Water Quantity | p. 529 |
Mosquito Control | p. 530 |
Data Sources and Bibliography | p. 531 |
Table of Contents provided by Syndetics. All Rights Reserved. |
ISBN: 9781566769143
ISBN-10: 1566769140
Published: 27th June 2000
Format: Hardcover
Language: English
Number of Pages: 535
Audience: General Adult
Publisher: Taylor & Francis Inc
Country of Publication: US
Edition Number: 1
Dimensions (cm): 28.58 x 22.23 x 3.81
Weight (kg): 1.61
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