
Technologies for CMOM Activities in Wastewater Collection Systems
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Content
- Intro
- TITLE PAGE
- COPYRIGHT
- CONTENTS
- LIST OF FIGURES
- LIST OF TABLES
- PREFACE
- CHAPTER 1 INTRODUCTION
- 1.0 PURPOSE
- 2.0 TARGET AUDIENCE
- 3.0 IMPLEMENTING CONTINUOUS IMPROVEMENT
- 3.1 REACTIVE TO PROACTIVE
- 3.2 MOVING TO PREVENTIVE AND PREDICTIVE
- 3.3 TECHNOLOGY DEFINITION
- 3.4 INTELLIGENT SYSTEMS
- 4.0 SPECIAL PUBLICATION ORGANIZATION
- 5.0 REFERENCES
- 6.0 SUGGESTED READINGS
- CHAPTER 2 WASTEWATER COLLECTION SYSTEM ASSET INVENTORIES AND SCREENING INSPECTIONS
- 1.0 ASSET INVENTORY
- 1.1 MANHOLES
- 1.2 SEWER MAINS
- 1.3 LATERAL SEWER PIPES
- 1.4 LIFT STATIONS
- 1.5 FORCE MAINS
- 1.6 OTHER COLLECTION SYSTEM COMPONENTS
- 2.0 PRELIMINARY INSPECTION METHODS AND TECHNOLOGIES
- 2.1 ABOVE-GROUND VISUAL INSPECTIONS
- 2.1.1 MANHOLE VISUAL INSPECTION
- 2.1.2 LIFT STATION VISUAL INSPECTION
- 2.2 PRELIMINARY INSPECTION TECHNOLOGIES
- 2.2.1 MANHOLE THREE-DIMENSIONAL SCANNING
- 2.2.2 ZOOM CAMERAS
- 2.2.3 ACOUSTIC INSPECTION TECHNOLOGY
- 3.0 DEPLOYABLE MONITORING TECHNOLOGIES
- 3.1 OPEN CHANNEL MONITORING TECHNOLOGIES
- 3.1.1 FLUMES AND WEIRS
- 3.1.2 AREA VELOCITY FLOW METERS
- 3.1.3 ULTRASONIC LEVEL SENSORS AND SUBMERGED PROBE LEVEL SENSORS
- 3.1.4 MICRO-METERING
- 3.1.5 FLOW DATA AND SCATTER PLOTS
- 3.2 FLOW MONITORING'CLOSED CONDUIT AND PRESSURIZED PIPES
- 3.2.1 INSERTABLE DOPPLER
- 3.2.2 STRAP-ON ULTRASONIC FLOW METERS (TRANSIT-TIME FLOW METERS)
- 3.2.3 ELECTROMAGNETIC FLOW METERS
- 3.3 RAIN GAUGES
- 3.4 MONITORING EQUIPMENT CALIBRATIONS
- 4.0 REFERENCES
- 5.0 SUGGESTED READINGS
- CHAPTER 3 WASTEWATER COLLECTION SYSTEM ASSET INVENTORIES AND SCREENING INSPECTIONS
- 1.0 SEWER STOPPAGES AND OVERFLOWS
- 1.1 FREQUENCY, LOCATION, AND MONITORING
- 1.2 REPORTING TO REGULATORS AND THE PUBLIC
- 1.3 PUBLIC VERSUS PRIVATE
- 1.4 TRACKING CAUSES
- 2.0 PREVENTING DRY WEATHER STOPPAGES AND OVERFLOWS
- 2.1 TRACKING SEWER FLOW CONDITIONS
- 2.2 SOURCE PREVENTION FOR DRY WEATHER STOPPAGES AND OVERFLOWS
- 3.0 PREVENTING WET WEATHER OVERFLOWS
- 3.1 HYDRAULIC MODEL TECHNOLOGIES
- 3.1.1 RECOMMENDED SOFTWARE FEATURES
- 3.1.2 CONTINUOUS VERSUS EVENT-BASED CALIBRATION
- 3.1.3 CLIMATE CHANGE EFFECTS
- 3.2 PREDICTIVE HYDRAULIC MODELS
- 3.2.1 STEADY-STATE HYDRAULIC MODELS
- 3.2.2 DYNAMIC HYDRAULIC MODELING
- 3.2.3 REAL-TIME HYDRAULIC MODELING
- 4.0 STOPPAGE AND OVERFLOW RESPONSE
- 4.1 EMERGENCY RESPONSE TIMES
- 4.2 EMERGENCY RESPONSE PREPAREDNESS
- 4.2.1 REPAIR MATERIAL INVENTORY
- 4.2.2 REPAIR EQUIPMENT INVENTORY
- 4.2.3 STAFF AVAILABILITY AND TRAINING
- 5.0 REFERENCES
- 6.0 SUGGESTED READINGS
- CHAPTER 4 ASSET CONDITION ASSESSMENT
- 1.0 PIPE CONDITION ASSESSMENT
- 1.1 TYPES OF PIPE ASSESSMENT TECHNOLOGIES
- 1.1.1 CAMERA SYSTEMS
- 1.1.1.1 CLOSED-CIRCUIT TELEVISION
- 1.1.1.2 PANORAMIC CAMERA SYSTEM
- 1.1.1.3 ZOOM CAMERA
- 1.1.2 LASER AND LIDAR PROFILING
- 1.1.3 TRANSIENT PRESSURE WAVE SYSTEMS
- 1.1.4 REMOTE FIELD TECHNOLOGY
- 1.1.5 SONAR TECHNOLOGIES
- 1.1.5.1 SONAR PROFILING
- 1.1.5.2 ULTRASONIC TESTING
- 1.1.5.3 GUIDED WAVE TECHNOLOGY
- 1.1.5.4 SONIC/ULTRASONIC INSPECTION
- 1.1.6 ELECTROMAGNETIC
- 1.1.6.1 PIPE PENETRATING RADAR
- 1.1.6.2 BROADBAND ELECTROMAGNETICS
- 1.1.6.3 ELECTROMAGNETIC "BRACELET"
- 1.1.6.4 MAGNETIC FLUX LEAKAGE
- 1.1.7 ACOUSTIC FIBER OPTIC MONITORING SYSTEMS
- 1.1.8 ACOUSTIC LEAK DETECTION SYSTEMS
- 1.2 CONDITION ASSESSMENT TECHNOLOGIES COMPARISON
- 2.0 PIPE APPURTENANCES CONDITION ASSESSMENT
- 2.1 GRAVITY SYSTEM LATERALS, MANHOLES, AND SIPHONS
- 2.1.1 LATERALS INSPECTIONS
- 2.1.2 MANHOLE INSPECTIONS
- 2.1.3 SIPHON INSPECTIONS
- 2.2 OTHER APPURTENANCES AND TECHNOLOGY CONSIDERATIONS AND LIMITATIONS
- 3.0 REFERENCES
- 4.0 SUGGESTED READINGS
- CHAPTER 5 COLLECTION SYSTEM REHABILITATION AND REPLACEMENT TECHNOLOGIES
- 1.0 GRAVITY SEWERS
- 1.1 REHABILITATION
- 1.1.1 LINERS
- 1.1.1.1 CURED-IN-PLACE PIPE
- 1.1.1.1.1 STEAM CURED
- 1.1.1.1.2 HOT WATER CURED
- 1.1.1.1.3 ULTRAVIOLET TECHNOLOGY
- 1.1.1.1.4 AMBIENT AIR CURED
- 1.1.1.2 SLIP LINERS
- 1.1.1.2.1 POLYVINYL CHLORIDE
- 1.1.1.2.2 HIGH-DENSITY POLYETHYLENE
- 1.1.1.2.3 FIBER REINFORCED PIPE
- 1.1.1.3 GEOPOLYMER SPRAY
- 1.1.1.4 SPIRAL WOUND
- 1.1.1.5 PANELS
- 1.1.1.6 SPRAY-ON/SPIN-CAST
- 1.1.1.7 SHOTCRETE
- 1.1.2 GROUTING
- 1.2 REPLACEMENT
- 1.2.1 OPEN CUT
- 1.2.1.1 FULL REPLACEMENT
- 1.2.1.2 POINT REPAIR
- 1.2.2 SEMI-TRENCHLESS
- 1.2.2.1 JACK AND BORE
- 1.2.2.2 HORIZONTAL DIRECTIONAL DRILLING
- 1.2.3 TRENCHLESS
- 1.2.3.1 PIPE BURSTING
- 1.2.3.2 MICROTUNNELING
- 2.0 LATERAL OPTIONS
- 2.1 LATERAL REHABILITATION
- 2.1.1 CURED-IN-PLACE PIPE
- 2.1.2 CONNECTIONS TO MAIN
- 2.1.2.1 LINERS
- 2.1.2.1.1 BRIM-STYLE LINERS
- 2.1.2.1.2 FULL CIRCLE LINERS
- 2.1.2.2 HYDROPHILIC O-RING
- 2.1.2.3 CAULKING
- 2.1.2.4 GROUTING
- 2.2 LATERAL REPLACEMENT
- 3.0 MANHOLES
- 3.1 MANHOLE REHABILITATION
- 3.2 MANHOLE REPLACEMENT
- 4.0 LIFT STATIONS
- 5.0 FORCE MAINS
- 5.1 REHABILITATION'FLEXIBLE FABRIC-REINFORCED PIPES
- 5.2 REPLACEMENT
- 6.0 REFERENCES
- 7.0 SUGGESTED READINGS
- CHAPTER 6 INTELLIGENT WASTEWATER COLLECTION SYSTEMS
- 1.0 CHARACTERISTICS OF AN INTELLIGENT WASTEWATER COLLECTION SYSTEM
- 1.1 THE SMART WATER NETWORK (MODIFIED FOR WASTEWATER)
- 1.2 ACTIONABLE DATA
- 1.3 CONTROLLABLE ASSETS
- 1.4 VISUALIZATION
- 1.5 ANALYTICS
- 2.0 ROLE OF BIG DATA, CLOUD COMPUTING, AND THE INTERNET
- 2.1 BIG DATA
- 2.2 CLOUD COMPUTING
- 2.3 INTERNET OF THINGS
- 3.0 WORKFORCE NEEDS
- 4.0 SECURITY OF THE INTELLIGENT WASTEWATER COLLECTION SYSTEM
- 4.1 REDUNDANCY
- 4.2 FAILOVER
- 4.3 RISK PROFILE
- 5.0 REFERENCES
- 6.0 SUGGESTED READINGS
- INDEX
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