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Reso25 16341
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Reso25 16341
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Last modified
7/22/2025 1:50:17 PM
Creation date
7/22/2025 1:47:45 PM
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Template:
CC Index
CC Index - Document Type
Resolution
Meeting Type
Regular
Agency Type
City Council
Date
7/21/2025
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Hydraulic Model Development and Calibration <br />City of Redwood City (0011239.02)2-8 Woodard & Curran, Inc. <br />Sanitary Sewer Capacity Master Plan November 2023 <br />2.3 FLOW ESTIMATING METHODOLOGY <br />This section describes the methodology for estimating wastewater flows for loading to the hydraulic model. <br />2.3.1 Wastewater Flow Components <br />Wastewater flows include three components: base wastewater flow (BWF), groundwater infiltration (GWI), and rainfall- <br />dependent infiltration/inflow (RDI/I), as illustrated conceptually in Figure 2-6. <br />BWF represents the sanitary and process flow contributions from residential, commercial, institutional, and industrial <br />users of the system. BWF varies throughout the day, but typically follows predictable diurnal patterns depending on the <br />type of land use. GWI is groundwater that infiltrates into defects in sewer pipes and manholes, particularly in winter and <br />springtime in low-lying areas. GWI is typically seasonal in nature and remains relatively constant during specific periods <br />of the year. However, rainfall typically has long-term impacts on GWI rates, as evidenced by measurable increases in <br />GWI after prolonged periods of rainfall. RDI/I is storm water inflow and infiltration that enter the system in direct response <br />to rainfall events, either through direct connections such as holes in manhole covers or illegally connected roof leaders <br />or area drains, or, more commonly, through defects in sewer pipes, manholes, and service laterals. RDI/I typically result <br />in short term peak flows that recede relatively quickly after the rainfall ends. The magnitude of RDI/I flows is related to <br />the intensity and duration of the rainfall, the relative soil moisture at the time of the rainfall event, and the condition of <br />the sewers. Dry weather flow (DWF) consists of BWF plus GWI, while wet weather flow (WWF) adds the RDI/I <br />component. <br />Figure 2-6:Wastewater Flow Components <br />ATTY/RESO.0077/CC RESO SEWER SYSTEM MANAGEMENT PLAN - EXHIBIT A <br />REV: 07-14-25 LF <br /> <br />Page 124 of 317
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