DISCLAIMER: Data displayed on this dashboard are provisional and may include errors. These data are provided for reference and informational purposes only to support project objectives, which generally are to understand flow contributions from the WSDOT and SPU drainage basins. This dashboard is not intended for design decisions; it should be used only for preliminary interpretation and understanding relative flow rates and volumes within each basin.
This analysis compares monitored (Manning equation) and modeled stormwater discharge flows at the I-5 Ship Canal SW Facility for both WSDOT and City of Seattle drainage systems. Flows are capped at the Target Flow Rate (TFR) for analysis. Rainfall data from rain gauge RG33 is included for context.
| WSDOT Target Flow Rate (TFR): | 2.4 cfs | WSDOT Baseflow: | 0.087 cfs |
| COS Target Flow Rate (TFR): | 2.4 cfs | COS Baseflow: | 0.119 cfs |
Baseflow Method: 95th percentile flow during dry
periods (6+ hours without rainfall) — conservative estimate
Note: All flows are capped at the TFR for volume
analysis.
BASEFLOW (0 cfs - 0.09 cfs WSDOT / 0.12 cfs COS)
PRIMARY (Baseflow - TFR)
Return intervals based on NOAA Atlas 14 precipitation frequency estimates for Seattle, WA (24-hour duration)
| Storm Size | Precip Range (in) | Count |
|---|---|---|
| 0.15 - 0.24” | 0.15 - 0.24 | 11 |
| 0.25 - 0.49” | 0.25 - 0.49 | 7 |
| 0.50 - 0.99” | 0.50 - 0.99 | 2 |
| 1.00 - 1.66” | 1.00 - 1.66 | Not observed |
| — NOAA Atlas 14 Return Intervals — | ||
| 1-year | 1.67 - 1.99 | Not observed |
| 2-year | 2.00 - 2.46 | Not observed |
| 5-year | 2.47 - 2.87 | Not observed |
| 10-year | ≥ 2.88 | Not observed |
Total Storms: 20 distinct storm events identified (≥
0.15”)
Source: NOAA Atlas 14, Volume 2, Version 3.0
— Seattle, WA vicinity
BASEFLOW (0 - 0.09 cfs) | PRIMARY (0.09 - 2.4 cfs)
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BASEFLOW (0 - 0.12 cfs) | PRIMARY (0.12 - 2.4 cfs)
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Generated: 2026-04-29 14:19:36.818164
Data Source: AQUARIUS
| Analysis Period: October 1, 2025 - March 15, 2026