Design of Wastewater and Stormwater Pumping Stations MOP FD-4, 3rd Edition

Name: Design of Wastewater and Stormwater Pumping Stations MOP FD-4, 3rd Edition
Brand: Water Environment Federation
Price: 210.99 EUR
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Water Environment Federation(Autor*in)

Water Environment Federation (Verlag)

Erschienen am 19. Januar 2023

309 Seiten

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978-1-57278-446-8 (ISBN)

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Beschreibung

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Inhalt

Intro
Title Page
Copyright
Contents
List of Figures
List of Tables
Preface
Chapter 1. Introduction
1.0. Overview
2.0. Guide to the Manual
Chapter 2. Station Capacity
1.0. Sanitary Wastewater Flow
1.1. Engineering Report
1.2. Design Life
1.3. Population Growth Projection
1.4. Land Development
1.5. Quantity of Available Water
1.6. Quantity of Wastewater Flow
1.7. Additional Contributors
1.7.1. Commercial
1.7.2. Industrial
1.7.3. Institutional
1.7.4. Infiltration and Inflow
1.8. Peak Hourly Wastewater Flowrate
2.0. Stormwater Flows
2.1. Inflow Hydrograph
2.2. Methods of Developing Inflow Hydrographs
2.2.1. Rational Method
2.2.2. Curve Number Method (Natural Resources Conservation Service Method)
2.2.2.1. Rainfall
2.2.2.2. Runoff Volume Parameters
2.2.2.3. Time Parameters
2.2.2.4. Determination of Runoff Volume
2.2.2.5. Time of Concentration, Travel Time, and Lag
2.2.2.6. Peak Discharge
2.2.3. Computerized Runoff Models
2.2.3.1. Planning Models
2.2.3.2. Design Models
2.2.3.3. Operational Models
2.2.3.4. Sensitivity Analysis
3.0. Combined Flow Systems
4.0. Flow Regulation
5.0. Quality of Influent
6.0. References
Chapter 3. Station Configuration and Design
1.0. Location Considerations
2.0. Station Types
2.1. Ranges of Flow
2.2. Vertical Pumps
2.3. Submersible Pumps
2.4. Centrifugal Pumps
2.5. Horizontal Pumps
3.0. Wet Well Considerations
4.0. Aesthetic and Safety Considerations
5.0. Architectural Design Considerations
6.0. Structural Design Considerations
7.0. Reference
8.0. Suggested Readings
Chapter 4. Pumping Systems
1.0. Wastewater and Stormwater Pumping Stations
2.0. Pumping System Hydraulics and Definitions
2.1. Capacity
2.2. Head
2.3. Pump Efficiency and Power Requirements
3.0. Pumps
4.0. Centrifugal Pumps
4.1. Pump Classification
4.2. Impellers
4.3. Pump Characteristic Curves
4.4. Cavitation and Net Positive Suction Head
4.5. Pump Operating Range
4.6. Affinity Laws
4.7. Pump Construction
4.7.1. Radial-Flow Volute Pumps
4.7.2. Axial-Flow Column Pumps
4.7.3. Construction Materials
5.0. Positive Displacement Pumps
5.1. Archimedes Screw Pumps
5.2. Pneumatic Ejectors
5.3. Airlift Pumps
5.4. Progressive Cavity Pumps
6.0. Force Mains
7.0. Wet Wells
8.0. Pump Drives
8.1. Electric Motors
8.2. Variable-Speed Motor Operation
8.2.1. Variable-Frequency Drive.
8.2.2. Wound-Rotor Motor Variable Speed
8.2.3. Variable-Voltage Motors
8.2.4. Variable-Speed Clutches
8.3. Internal Combustion Engines
9.0. Pump Selection
9.1. System Design Considerations
9.1.1. Flowrates
9.1.2. System Head-Capacity Curve
9.1.3. Station Location and Area Served
9.1.4. Force Main
9.2. Selection Procedure
9.2.1. System Head-Capacity Curve Characteristics
9.2.2. Preliminary Selection of Pumps
9.2.3. Preparation of System Curves
9.2.4. Analyzing System Curves
10.0. Examples Of Pump Selection
10.1. High Friction Head System
10.1.1. On-Off Operation of Single Speed Pumps
10.1.2. Two-Speed Operation of Pumps
10.1.3. Variable-Capacity Operation of Pumps
10.1.4. Power Consumption
10.2. High Static Head System
10.2.1. On-Off Operation of Constant Speed Pumps
10.2.2. Two-Speed Operation of Pumps
10.2.3. Variable-Speed Operation of Pumps
10.2.4. Power Consumption
10.3. Large Pumping Station System
11.0. Specifying Pump Performance
12.0. Reference
13.0. Suggested Readings
Chapter 5. Piping Systems
1.0. General Design Criteria
1.1. Piping
1.2. Valves
1.3. Maintenance
1.4. Force Mains
2.0. Fluid Flow Fundamentals
2.1. System Curve
2.2. Equations
2.3. Pipe Flow Parameters
2.4. Pipe-Fitting Parameters
2.5. Station Piping
2.6. Discharge Line Piping
3.0. Water Hammer and Surge
3.1. Surge Pressure Limits
3.2. Checklist for Surge Problems
3.3. Rigid Water Column Theory
3.4. Pressure Wave Velocity
3.5. Negative Surge Pressure
3.6. Operational Changes to Reduce Water Hammer by Design
3.7. Surge Attenuating Devices
3.8. Closing Check Valve or Pump Control Valve
3.9. Combination Air Vent and Vacuum Break Valves
3.10 Pressure Surge Relief Valves
3.11 Surge Accumulator Tanks
3.12 Surge Towers
3.13 Bypass Check Valves
3.14 Pump Flywheels
3.15 Surge Analysis Software
4.0. Piping Material and Fittings
4.1. Pipe Joints and Connections
4.2. Pipe Supports for Static Loads
4.3. Pipe Supports for Dynamic Loads
5.0. Valves
5.1. Valve Types
5.2. Valve Actuation
5.3. Valve Applications
6.0. Flow Meters
7.0. References
8.0. Suggested Readings
Chapter 6. Electrical Design
1.0. Reliability and Redundancy
2.0. Voltage Considerations
3.0. Substations
4.0. Transformers
5.0. Switchgear
6.0. Conduit and Wire
7.0. Lightning Protection
8.0. Standby Power
9.0. Adjustable-Speed Drives
9.1. Matching Variable-Frequency Drives and Motors
9.2. Variable-Frequency Drive Interfaces
9.3. Some Problems With Variable-Frequency Drives
10.0. Power Factor
11.0. Arc Flash Hazard Analysis
12.0. References
13.0. Suggested Readings
Chapter 7. Instrumentation and Control Systems
1.0. Process and Instrumentation Diagrams
2.0. Level Measurement
2.1. Float Switches
2.2. Bubbler Systems
2.3. Ultrasonic Sensors
2.4. Radar Level Sensors
2.5. Submersible Level Sensors
3.0. Flow Measurement
3.1. Magnetic Flow Meters
3.2. Ultrasonic Flow Meters
3.3. Differential Producers
3.4. Open Channel Flow Meters-Primary Devices
3.5. Open Channel Flow Meters-Secondary Devices
3.6. Open Channel Flow Meters-Accuracy
3.7. Ancillary Flow Meters
4.0. Pressure Measurement
5.0. Alarms and Indication
5.1. Alarm
5.2. Equipment Status Indication
5.3. Process Variable Indication
6.0. Operator Interfaces
6.1. Control Panels
6.2. Ancillary Instrumentation
7.0. Control Systems
7.1. Conventional Control Relays
7.2. Programmable Logic Controllers
7.3. Single-Loop Digital Controllers and Other Devices
8.0. Control Algorithms
8.1. All Constant-Speed Pumps
8.2. All Variable-Speed Pumps
8.3. Combination of Constant- and Variable-Speed Pumps
8.4. Alternation
8.5. Abnormal Operating Conditions
9.0. Variable-Speed Drives
10.0. Miscellaneous
10.1. Installation
10.2. Seal Water
10.3. Surge Suppression
10.4. Contract Document Coordination
10.5. Training and Maintenance
11.0. Telemetry Systems
11.1. User Needs
11.2. System Types
11.3. Supervisory Control and Data Acquisition Systems
11.4. Communication Links
11.5. Remote Terminal Units
12.0. Reliability
12.1. Level Sensing Elements
12.2. Control Hardware and Algorithms
12.3. Control Power
12.4. Pumps and Drives
13.0. Testing
14.0. References
15.0. Suggested Readings
Chapter 8. Appurtenances
1.0. Screening
1.1. Types of Screens
1.1.1. Trash Racks
1.1.2. Manually Cleaned Screens
1.1.3. Basket Screens
1.1.4. Mechanically Cleaned Screens
1.1.4.1. Multi-Rake, Chain-Driven Screens
1.1.4.2. Reciprocating Rake Screens
1.1.4.3. Catenary Screens
1.1.4.4. Continuous Self-Cleaning Screens
1.1.4.5. Overhead Trash Rakes
1.1.5. Comminutors or Grinders
1.2. Screenings
1.2.1. Quantities of Screenings
1.2.2. Characteristics of Screenings
1.2.3. Handling of Screenings
1.2.4. Design Practice
1.2.5. Installation
1.2.6. Design
1.2.7. Instrumentation
1.2.8. Hydraulics
1.2.9. Grit Removal
2.0. Odor Control
2.1. Nature and Origins of Odor
2.2. Odor Control Practices
2.2.1. Pumping Station Design and Operation
2.2.2. Odor Prevention
2.2.2.1. Flushing/Pigging
2.2.2.2. Air/Oxygen Injection
2.2.2.3. Chemical Addition
2.2.2.3.1. Chlorination
2.2.2.3.2. Hydrogen Peroxide
2.2.2.3.3. Potassium Permanganate
2.2.2.3.4. pH Adjustment
2.2.2.3.5. Metal Salts
2.2.3. Odor Treatment
2.2.3.1. Wet Chemical Scrubbing
2.2.3.2. Activated Carbon Adsorption
2.2.3.3. Dry Chemical Scrubbers
2.2.3.4. Ozone
2.2.3.5. Organic Media Biofilters
2.2.3.6. Biotrickling Filters
2.2.3.7. Odor Modification, Counteraction, and Masking
3.0. Noise Control
3.1. Noise Characteristics and Sources
3.2. Applicable Codes
3.3. Noise Reduction Measures
4.0. Building Services
4.1. Heating, Ventilating and Cooling
4.1.1. Codes and Standards
4.1.2. Cooling Systems
4.1.3. Ventilation Systems
4.1.4. Heating Systems
4.1.5. Wet Wells
4.1.6. Dry Wells
4.2. Electrical Design
4.3. Plumbing Design
4.3.1. Water Supply
4.3.2. Interior Sanitary Drainage
4.4. Site Storm Drainage
4.5. Utilities
4.5.1. Electric Utility
4.5.2. Telephone Utility
4.5.3. Gas Company
5.0. Other Appurtenances
5.1. Hoists
5.2. Safety Features
6.0. References
7.0. Suggested Readings

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