Water Supply: Pumping Stations - index
Chapter 1. General - ufc_3_230_13a0006
Chapter 2. Design Consideration
Chapter 3. Pumping Equipment
Figure 3-1. Booster Pump Stations
Figure 3-2. Alternative Pump Applications
Figure 3-3. Pump Curves
Valving
Piping Layouts.
Controls.
Emergency power
Chapter 4. Hydraulics
Parallel operation.
Pump Cavitation.
Figure 4-4. Checklist Surge and Water Hammer Analysis
Figure 4-4. Checklist Surge and Water Hammer Analysis - Continued
Figure 4-5. Example Water Hammer Potential Calculation
Figure 4-5. Example Water Hammer Potential Calculation--continued
Chapter 5. Pumping Station Layouts
Electrical.
Figure 5-1. Pumping Station Typical Layouts
Figures 5-2. Pumping Station Sections
Chapter 6. Operating Efficiencies
Appendix B: Available Microcomputer Programs
Energy Efficiency
Appendix C: Case Study For Adding Pumps To An Existing System
Figure C-1. System Network For Hydraulic Analysis
Figure C-2. Existing Distribution System-Maximum Daily Consumption
Figure C-3. Improved Distribution System-Maximum Daily Consumption
Appendix D: Case Study For Hydraulic Transients
Figure D-2. With Air Vessel
Figure D-3. With Pressure Relief Valve
Chapter 1. General - ufc_3_230_13a0006
Chapter 2. Design Consideration
Chapter 3. Pumping Equipment
Figure 3-1. Booster Pump Stations
Figure 3-2. Alternative Pump Applications
Figure 3-3. Pump Curves
Valving
Piping Layouts.
Controls.
Emergency power
Chapter 4. Hydraulics
Parallel operation.
Pump Cavitation.
Figure 4-4. Checklist Surge and Water Hammer Analysis
Figure 4-4. Checklist Surge and Water Hammer Analysis - Continued
Figure 4-5. Example Water Hammer Potential Calculation
Figure 4-5. Example Water Hammer Potential Calculation--continued
Chapter 5. Pumping Station Layouts
Electrical.
Figure 5-1. Pumping Station Typical Layouts
Figures 5-2. Pumping Station Sections
Chapter 6. Operating Efficiencies
Appendix B: Available Microcomputer Programs
Energy Efficiency
Appendix C: Case Study For Adding Pumps To An Existing System
Figure C-1. System Network For Hydraulic Analysis
Figure C-2. Existing Distribution System-Maximum Daily Consumption
Figure C-3. Improved Distribution System-Maximum Daily Consumption
Appendix D: Case Study For Hydraulic Transients
Figure D-2. With Air Vessel
Figure D-3. With Pressure Relief Valve
