Stormwater Collection Systems Design Handbook | by Larry W. Mays (ed) | ISBN: 9780071354714. Subsurface Stormwater Management Systems. FLOODPLAIN MANAGEMENT. Stormwater Drainage Systems. Hydraulics of Sewer Systems. Stormwater Treatment Wetland Design. Distributed Stormwater Control
Stormwater Collection Systems Design Handbook
by Larry W. Mays (ed)
ISBN:9780071354714
Providing expert, detailed, professional guidance, this authoritative and inclusive book brings you comprehensive, state-of-the-art coverage of the latest design methods and tools for analyzing stormwater collection systems.
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Stormwater Collection Systems Desgin Handbook
Preface
Acknowledgments
Chapter 1 – Introduction
1.1: HISTORICAL PERSPECTIVES OF STORM DRAINAGE
1.2: HYDROLOGIC PROCESSES AND THEIR ROLE
1.3: MODERN STORM DRAINAGE SYSTEMS
1.4: STORMWATER MANAGEMENT
1.5: FLOODPLAIN MANAGEMENT
1.6: THE CONVENTIONAL DESIGN PROCESS
1.7: THE ROLE OF ECONOMICS IN DESIGN
1.8: THE ROLE OF OPTIMIZATION IN DESIGN
1.9: THE ROLE OF RISK ANALYSIS IN DESIGN
REFERENCES
Chapter 2 – Regulation of Stormwater Collection Systems in the United States
2.1: REGULATION OF STORMWATER COLLECTION SYSTEMS IN THE UNITED STATES
2.2: FOCUS OF THIS CHAPTER
2.3: CURRENT EXTENT OF THE NATIONAL STORM WATER PROGRAM
2.4: LEGAL BASIS FOR STORMWATER REGULATIONS
2.5: TECHNOLOGY-BASED REQUIREMENTS OF STORMWATER DISCHARGE PERMITS
2.6: ALLOWABLE NON-STORMWATER DISCHARGES
2.7: ILLICIT NON-STORMWATER DISCHARGES
2.8: MUNICIPAL OPERATIONS AND STORMWATER QUALITY
2.9: CONSTRUCTION STORMWATER DISCHARGES
2.10: IDENTIFYING THE OPERATOR OF A CONSTRUCTION FACILITY
2.11: THE “COMMON PLAN OF DEVELOPMENT OR SALE”
2.12: FUTURE CONSTRUCTION
2.13: NOTICE OF INTENT (NOI) SUBMISSION REQUIREMENTS
2.14: ENDANGERED SPECIES ACT (ESA) REQUIREMENTS
2.15: CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
2.16: CONSTRUCTION PERMIT NOTICE OF TERMINATION
2.17: STORMWATER ASSOCIATED WITH INDUSTRIAL ACTIVITY
2.18: SUBCHAPTER N INDUSTRIES
2.19: PENALTIES FOR STORMWATER VIOLATIONS
REFERENCES
Chapter 3 – Hydraulics of Open Channel Flow
3.1: INTRODUCTION
3.2: ENERGY PRINCIPLE
3.3: MOMENTUM
3.4: UNIFORM FLOW
3.5: GRADUALLY AND SPATIALLY VARIED FLOW
3.6: GRADUALLY AND RAPIDLY VARIED UNSTEADY FLOW
3.7: CONCLUSION
APPENDIX 3.A: VALUES OF THE ROUGHNESS COEFFICIENT n*
Chapter 4 – Hydrology for Drainage System Design and Analysis
4.1: PEAK RUNOFF ESTIMATES
4.2: HYDROGRAPH METHODS
4.3: KINEMATIC WAVE METHODS
4.4: EVENT-BASED RUNOFF MODELS
REFERENCES
Chapter 5 – Design of Stormwater Inlets
5.1: INTRODUCTION
5.2: FACTORS AFFECTING INLET DESIGN
5.3: DESIGN FREQUENCYAND ALLOWABLE SPREAD
5.4: FLOW IN GUTTERS
5.5: HIGHWAY DRAINAGE INLETS
5.6: DESIGN OF INLET LOCATIONS
5.7: MEDIAN INLETS
5.8: EMBANKMENT INLETS
5.9: BRIDGE-DECK DRAINAGE
REFERENCES
Chapter 6 – Hydraulics of Sewer Systems
6.1: INTRODUCTION
6.2: FLOW IN A SEWER
6.3: SEWER HYDRAULIC EQUATIONS
6.4: STEADY SEWER FLOW
6.5: STORM SEWER DESIGN WITH RATIONAL METHOD
6.6: CAPACITY AND BOTTLENECK DETERMINATION
6.7: HYDRAULICS OF SEWER JUNCTIONS
6.8: NUMERICAL TECHNIQUES FOR UNSTEADY FLOW IN A SEWER
6.9: FLOW IN SEWER NETWORK
6.10: SEWER HYDRAULIC SIMULATION MODELS
REFERENCES
Chapter 7 – Design of Detention Systems
Overview
7.1: HYDROLOGY AND HYDRAULICS FOR DETENTION SYSTEMS
7.2: SIZING REQUIREMENTS FOR DETENTION BASINS
7.3: EXTENDED DETENTION BASINS
7.4: RETENTION BASINS
7.5: DESIGN OF DETENTION BASINS
REFERENCES
Chapter 8 – Design of Off-Line Detention Systems
Overview
8.1: CONCEPT OF FLOOD DETENTION
8.2: ON-LINE AND OFF-LINE DETENTION BASINS
8.3: DESIGN CONSIDERATIONS
8.4: DESIGN PROCEDURE
8.5: DETENTION VOLUME BY HYDROGRAPH METHOD
8.6: DETENTION VOLUME BY VOLUME METHOD
8.7: PRELIMINARY SHAPING
8.8: OUTLET WORKS
8.9: EMERGENCY SPILLWAY
8.10: BASIN CHARACTERISTIC CURVE: STAGE-OUTFLOW RELATIONSHIP
8.11: PERFORMANCE EVALUATION BY HYDROGRAPH ROUTING
CLOSING
REFERENCE
Chapter 9 – Design of Infiltration Basins for Stormwater
Overview
9.1: INFILTRATION DEVICES
9.2: GENERAL DESIGN CONSIDERATIONS
9.3: DESIGN STORAGE VOLUME
9.4: BASIN GEOMETRY
9.5: INFILTRATION RATE AND DRAIN TIME
9.6: SUSTAINABILITY OF INFILTRATING FLOW
9.7: POTENTIAL FLOW MODEL FOR A TRENCH
9.8: POTENTIAL FLOW MODEL FOR A CIRCULAR BASIN
9.9: GROWTH FUNCTION OF WATER MOUND
9.10: RECESSION FUNCTION OF WATER MOUND
9.11: CALIBRATION OF GROWTH FUNCTION
9.12: EVALUATION OF RECESSION FUNCTION
CLOSING
REFERENCES
Chapter 10 – Stormwater Treatment Wetland Design
10.1: INTRODUCTION
10.2: TREATMENT WETLAND HISTORY
10.3: STORMWATER WETLANDS
10.4: WETLAND PROCESSES THAT ALTER WATER QUALITY
10.5: TREATMENT WETLAND CONFIGURATION
10.6: FREE WATER SURFACE (FWS) STORMWATER WETLAND DESIGN
10.7: INTERNAL CONSTRUCTED TREATMENT WETLAND DESIGN FEATURES
10.8: STORMWATER TREATMENT WETLAND O&M CONSIDERATIONS
10.9: TREATMENT WETLAND COST CONSIDERATIONS
SUMMARY
REFERENCES
Chapter 11 – Design of Distributed Stormwater Control and Re-Use Systems
Overview
11.1: THE NEED FOR DISTRIBUTED STORMWATER CONTROLS IN THE URBAN ENVIRONMENT
11.2: THE URBAN WATER BUDGET
11.3: LAND-USE EVALUATION
11.4: SMALL-SCALE, DISTRIBUTED STORMWATER CONTROL
11.5: INTEGRATION OF MICRO-COMPONENTS WITH MINOR AND MAJOR DRAINAGE INFRASTRUCTURE
REFERENCES
Chapter 12 – Design of Pumps and Pump Facilities
Overview
12.1: HYDRAULIC AND ENERGY CONSIDERATIONS IN STORMWATER PUMPING SYSTEMS
12.2: SELECTION OF A PUMP/PIPELINE COMBINATION
12.3: PUMP TYPES AND DEFINITIONS
12.4: PUMP CHARACTERISTICS
12.5: PUMP STATION CONFIGURATION
12.6: PUMP STATION OPERATION
12.7: DESIGN OF PUMP SUMPS
12.8: DESIGN OF DISCHARGE LINES
12.9: OTHER PRACTICAL CONSIDERATIONS
12.10: SUMMARY OF PUMP STATION DESIGN
APPENDIX
REFERENCES
Chapter 13 – Subsurface Stormwater Management Systems
13.1: SUBSURFACE DETENTION
13.2: SUBSURFACE WATER QUALITY SYSTEMS
13.3: STRUCTURAL DESIGN
13.4: LOADS
13.5: STRUCTURAL DESIGN STEPS
13.6: FITTINGS REINFORCEMENT
REFERENCES
Chapter 14 – Sediment Movement in Drainage Systems
14.1: INTRODUCTION
14.2: SEWER SEDIMENTS
14.3: MECHANICS OF SEDIMENT MOVEMENT IN SEWERS
14.4: DESIGN CRITERIA
14.5: MODELS
14.6: BEST MANAGEMENT PRACTICES TO CONTROL SEWERSEDIMENTS
APPENDIX
REFERENCES
Chapter 15 – Hydraulic Design of Culverts and Highway Structures
15.1: INTRODUCTION
15.2: DESIGN PARAMETERS
15.3: CHARACTERISTICS of FLOW
15.4: METHOD OF CULVERT DESIGN
15.5: PERFORMANCE CURVES
15.6: MATERIALS AND CULVERT GEOMETRY
15.7: LOCATION AND ALIGNMENT OF CULVERTS
15.8: SPECIAL CONSIDERATIONS
15.9: STREAM STABILITY AT HIGHWAY STRUCTURES
15.10: BRIDGE SCOUR
15.11: COMPUTER MODELS FOR CULVERTS AND SEDIMENTATION
REFERENCES
Chapter 16 – Hydraulic Design of Flood Control Channels
16.1: INTRODUCTION
16.2: DESIGN CONCEPTS
16.3: CHANNEL LININGS
16.4: MILD-GRADIENT CHANNEL DESIGN (SYMMETRIC SECTION)
16.5: STEEP-GRADIENT CHANNEL DESIGN
16.6: COMPOSITE-SECTION CHANNEL DESIGN
16.7: CHANNELS WITH SEDIMENT TRANSPORT
REFERENCES
Chapter 17 – Design for Erosion and Sediment Control
17.1: INTRODUCTION
17.2: GENERAL STABILIZATION GUIDELINES
17.3: BEST MANAGEMENT PRACTICES
17.4: PREDICTION AND ESTIMATION METHODS OF SEDIMENTYIELD
APPENDIX
REFERENCES
Chapter 18 – Storm and Combined Sewer Overflow: Flow Regulation and Control
18.1: COMBINED SEWER OVERFLOW (CSO)
18.2: TYPES OF FLOW REGULATORS
18.3: ORIFICES
18.4: WEIRS
18.5: SPECIAL FLOW REGULATORS
18.6: CSO OUTLETS
REFERENCES
Chapter 19 – The Removal of Urban Litter from Stormwater Drainage Systems
19.1: INTRODUCTION
19.2: LITTER CLASSIFICATION
19.3: FACTORS AFFECTING THE QUANTITY OF LITTER IN THE ENVIRONMENT
19.4: REDUCING LITTER LOAD IN THE STORMWATER DRAINAGESYSTEM
19.5: ASPECTS TO CONSIDER IN LITTER TRAP DESIGN
19.6: REVIEW OF SOME TYPICAL LITTER TRAP DESIGNS
19.7: SELECTING A LITTER TRAPPING SYSTEM
19.8: CONCLUSIONS
DISCLAIMER
ACKNOWLEDGEMENTS
REFERENCES
Chapter 20 – Flow Transitions and Energy Dissipators for Culverts and Channels
20.1: FLOW TRANSITIONS FOR CULVERTS
20.2: ENERGY DISSIPATION FOR CULVERTS AND CHANNELS
REFERENCES
Chapter 21 – Computer Models for Stormwater Systems Design
Overview
21.1: BASINS
21.2: FEQ
21.3: HEC-1 (1998 VERSION)
21.4: HEC-GeoRAS
21.5: HEC-RAS
21.6: HEC-HMS
21.7: HSPEXP
21.8: HSPF
21.9: HYDRAIN
21.10: HYDRA
21.10: SWMM
21.11: TR-20
21.12: TR-55
21.13: UNET
SUMMARY
REFERENCES
Chapter 22 – Risk/Reliability Model for Design
Overview
22.1: INTRODUCTION
22.2: RELIABILITY ANALYSIS METHODS
22.3: RISK-BASED DESIGN OF STORMWATER COLLECTION SYSTEMS
REFERENCES
Chapter 23 – Storm Drain Design and Analysis Using Hydra
23.1: INTRODUCTION
23.2: CAPABILITIES AND LIMITATIONS
23.3: HYDRA EXAMPLE: RATIONAL METHOD DESIGN WITHHYDRAULIC GRADELINE
REFERENCE
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