Wastewater Collection and Pumping - index
Chapter 1 Introduction - ufc_3_240_06a0011
Limitations - ufc_3_240_06a0012
Alternatives to Gravity Systems
Chapter 2 Preliminary Design Considerations - ufc_3_240_06a0014
Sewer System
Pumping Station Site Selection - ufc_3_240_06a0016
Protection of Water Supplies - ufc_3_240_06a0017
Chapter 3 Hydrulic Design of Sewers - ufc_3_240_06a0018
Table 3-1. Domestic Wastewater Allowances - ufc_3_240_06a0019
Infiltration and inflow
Gravity Sewer Design
Figure 3-1. Chart for Manning formula - ufc_3_240_06a0022
Velocity - ufc_3_240_06a0023
Required Pumping Capacity - ufc_3_240_06a0024
Depressed Sewers - ufc_3_240_06a0025
Sewer gases - ufc_3_240_06a0026
Chapter 4 Sewer System Layout and Appurtenances - ufc_3_240_06a0027
Building Connections - ufc_3_240_06a0028
Chapter 5 Structural Design Sewers
Table 5-1. Surface load coefficient Values of load coefficients - ufc_3_240_06a0030
Table 5-2. Impact factor (F) vs. height of Cover - ufc_3_240_06a0031
Supporting Strength of Sewers - ufc_3_240_06a0032
Figure 5-1. Load factors and class of bedding - ufc_3_240_06a0033
Special Designs - ufc_3_240_06a0034
Figure 5-2. Bedding - ufc_3_240_06a0035
Figure 5-2 Bedding (continued) - ufc_3_240_06a0036
Figure 5-2 Bedding (continued) - ufc_3_240_06a0037
Figure 5-2 Bedding (continued) - ufc_3_240_06a0038
Installation in rock - ufc_3_240_06a0039
Design guidance - ufc_3_240_06a0040
Chapter 6 Puming Station and Equipment
Mixed flow pumps
Pump Drives - ufc_3_240_06a0043
Internal combustion engines - ufc_3_240_06a0044
Drive Mechanisms - ufc_3_240_06a0045
Constant and adjustable speed - ufc_3_240_06a0046
Variable speed - ufc_3_240_06a0047
Chapter 7 Pumping System Design - ufc_3_240_06a0048
Pump Analysis and Selection - ufc_3_240_06a0049
Pump head-capacity curve - ufc_3_240_06a0050
Pump selection - ufc_3_240_06a0051
Pump Controls
Table 7-1. Minimum Pump Cycle Times - ufc_3_240_06a0053
Suction pipe connections - ufc_3_240_06a0054
Table 7-2. Required Submergence Depth to Prevent Vortexing. - ufc_3_240_06a0055
Cavitation - ufc_3_240_06a0056
Table 7-3. Water Hammer Wave Velocities. - ufc_3_240_06a0057
Gravity check valves - ufc_3_240_06a0058
Screening and Comminuting Devices - ufc_3_240_06a0059
Chapter 8 Piping - ufc_3_240_06a0060
Ductile iron - ufc_3_240_06a0061
Plastic
Acrylinitrile butadiene-styrene (ABS) - ufc_3_240_06a0063
High Density Polyethylene (HDPE) - ufc_3_240_06a0064
Valves and Appurtenances - ufc_3_240_06a0065
Installation - ufc_3_240_06a0066
Chapter 9 Pump Station Components - ufc_3_240_06a0067
Structural Systems - ufc_3_240_06a0068
Mechanical Equipment - ufc_3_240_06a0069
Figure 9-1. Pumping station typical layout - ufc_3_240_06a0070
Figue 9-1. Pumping station typical layout (continued) - ufc_3_240_06a0071
Figure 9-2. Pumping station sections - ufc_3_240_06a0072
Figure 9-2. Pumping station sections (concluded) - ufc_3_240_06a0073
Electrical Equipment and Lighting - ufc_3_240_06a0074
Flow Measurement - ufc_3_240_06a0075
Chapter 10 Evaluation of Existing Sewer Systems - ufc_3_240_06a0076
Smoke Testing - ufc_3_240_06a0077
Chapter 11 Rehabilitation of Existing Systems - ufc_3_240_06a0078
Cured in Place Pipe
Other Methods - ufc_3_240_06a0080
Appendix B Example Problems - ufc_3_240_06a0084
Appendix B Example Problems - Cont'd - ufc_3_240_06a0085
Appendix B Example Problems - Cont'd - ufc_3_240_06a0086
Appendix B Example Problems - Cont'd - ufc_3_240_06a0087
Chapter 1 Introduction - ufc_3_240_06a0011
Limitations - ufc_3_240_06a0012
Alternatives to Gravity Systems
Chapter 2 Preliminary Design Considerations - ufc_3_240_06a0014
Sewer System
Pumping Station Site Selection - ufc_3_240_06a0016
Protection of Water Supplies - ufc_3_240_06a0017
Chapter 3 Hydrulic Design of Sewers - ufc_3_240_06a0018
Table 3-1. Domestic Wastewater Allowances - ufc_3_240_06a0019
Infiltration and inflow
Gravity Sewer Design
Figure 3-1. Chart for Manning formula - ufc_3_240_06a0022
Velocity - ufc_3_240_06a0023
Required Pumping Capacity - ufc_3_240_06a0024
Depressed Sewers - ufc_3_240_06a0025
Sewer gases - ufc_3_240_06a0026
Chapter 4 Sewer System Layout and Appurtenances - ufc_3_240_06a0027
Building Connections - ufc_3_240_06a0028
Chapter 5 Structural Design Sewers
Table 5-1. Surface load coefficient Values of load coefficients - ufc_3_240_06a0030
Table 5-2. Impact factor (F) vs. height of Cover - ufc_3_240_06a0031
Supporting Strength of Sewers - ufc_3_240_06a0032
Figure 5-1. Load factors and class of bedding - ufc_3_240_06a0033
Special Designs - ufc_3_240_06a0034
Figure 5-2. Bedding - ufc_3_240_06a0035
Figure 5-2 Bedding (continued) - ufc_3_240_06a0036
Figure 5-2 Bedding (continued) - ufc_3_240_06a0037
Figure 5-2 Bedding (continued) - ufc_3_240_06a0038
Installation in rock - ufc_3_240_06a0039
Design guidance - ufc_3_240_06a0040
Chapter 6 Puming Station and Equipment
Mixed flow pumps
Pump Drives - ufc_3_240_06a0043
Internal combustion engines - ufc_3_240_06a0044
Drive Mechanisms - ufc_3_240_06a0045
Constant and adjustable speed - ufc_3_240_06a0046
Variable speed - ufc_3_240_06a0047
Chapter 7 Pumping System Design - ufc_3_240_06a0048
Pump Analysis and Selection - ufc_3_240_06a0049
Pump head-capacity curve - ufc_3_240_06a0050
Pump selection - ufc_3_240_06a0051
Pump Controls
Table 7-1. Minimum Pump Cycle Times - ufc_3_240_06a0053
Suction pipe connections - ufc_3_240_06a0054
Table 7-2. Required Submergence Depth to Prevent Vortexing. - ufc_3_240_06a0055
Cavitation - ufc_3_240_06a0056
Table 7-3. Water Hammer Wave Velocities. - ufc_3_240_06a0057
Gravity check valves - ufc_3_240_06a0058
Screening and Comminuting Devices - ufc_3_240_06a0059
Chapter 8 Piping - ufc_3_240_06a0060
Ductile iron - ufc_3_240_06a0061
Plastic
Acrylinitrile butadiene-styrene (ABS) - ufc_3_240_06a0063
High Density Polyethylene (HDPE) - ufc_3_240_06a0064
Valves and Appurtenances - ufc_3_240_06a0065
Installation - ufc_3_240_06a0066
Chapter 9 Pump Station Components - ufc_3_240_06a0067
Structural Systems - ufc_3_240_06a0068
Mechanical Equipment - ufc_3_240_06a0069
Figure 9-1. Pumping station typical layout - ufc_3_240_06a0070
Figue 9-1. Pumping station typical layout (continued) - ufc_3_240_06a0071
Figure 9-2. Pumping station sections - ufc_3_240_06a0072
Figure 9-2. Pumping station sections (concluded) - ufc_3_240_06a0073
Electrical Equipment and Lighting - ufc_3_240_06a0074
Flow Measurement - ufc_3_240_06a0075
Chapter 10 Evaluation of Existing Sewer Systems - ufc_3_240_06a0076
Smoke Testing - ufc_3_240_06a0077
Chapter 11 Rehabilitation of Existing Systems - ufc_3_240_06a0078
Cured in Place Pipe
Other Methods - ufc_3_240_06a0080
Appendix B Example Problems - ufc_3_240_06a0084
Appendix B Example Problems - Cont'd - ufc_3_240_06a0085
Appendix B Example Problems - Cont'd - ufc_3_240_06a0086
Appendix B Example Problems - Cont'd - ufc_3_240_06a0087
