Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Design of Wastewater and Stormwater Pumping Stations MOP FD-4, 3rd Edition
| Design of Wastewater and Stormwater Pumping Stations MOP FD-4, 3rd Edition |
| Autore | Federation Water Environment |
| Edizione | [Third edition.] |
| Pubbl/distr/stampa | Chicago : , : Water Environment Federation, , 2023 |
| Descrizione fisica | 1 online resource (309 pages) |
| Disciplina | 628.29 |
| Collana | Manual of practice |
| Soggetto topico |
Pumping stations - Design and construction
Sewerage - Design and construction |
| ISBN |
9781523148400
1523148403 9781572784468 1572784466 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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. |
| Record Nr. | UNINA-9911007265103321 |
Federation Water Environment
|
||
| Chicago : , : Water Environment Federation, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Pumping station design / editor-in-chief Robert L. Sanks; co-editors George Tchobanoglous, Bayard E. Bosserman II, Garr M. Jones
| Pumping station design / editor-in-chief Robert L. Sanks; co-editors George Tchobanoglous, Bayard E. Bosserman II, Garr M. Jones |
| Edizione | [2. ed.] |
| Pubbl/distr/stampa | Boston ... [etc.] : Butterworth Heinemann, c1998 |
| Descrizione fisica | XXXI, 981 p. : ill. ; 26 cm. |
| Disciplina | 628.29 |
| Soggetto topico |
Idraulica
Tubazioni Valvole Pompe Motori Fanghi Acque Perdite di carico |
| ISBN | 0-7506-9483-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNIBAS-000004627 |
| Boston ... [etc.] : Butterworth Heinemann, c1998 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. della Basilicata | ||
| ||