2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

------------------------------------------------------------------------------------------------- ------------------------------- Link ID Element Time of Maximum Length Peak Flow Design Ratio of Ratio of Total Reported Type Peak Flow Velocity Factor during Flow Maximum Maximum Time Condition Occurrence Attained Analysis Capacity /Design Flow Surcharged days hh:mm ft/sec cfs cfs Flow Depth minutes ------------------------------------------------------------------------------------------------- ------------------------------- Link-01 CONDUIT 0 08:05 3.70 1.00 26.16 51.50 0.51 1.00 1335 SURCHARGED Link-02 CONDUIT 0 08:05 3.70 1.00 26.16 52.77 0.50 1.00 1335 SURCHARGED Link-03 CONDUIT 0 08:05 3.70 1.00 26.16 53.03 0.49 1.00 1334 SURCHARGED Link-04 CONDUIT 0 08:05 3.59 1.00 25.39 52.94 0.48 1.00 1332 SURCHARGED Link-06 CONDUIT 0 08:05 1.42 1.00 2.51 13.10 0.19 1.00 1325 SURCHARGED Link-07 CONDUIT 0 07:55 0.58 1.00 0.29 2.74 0.10 1.00 1319 SURCHARGED Link-08 CONDUIT 0 08:05 2.84 1.00 2.23 3.79 0.59 1.00 1318 SURCHARGED Flow Classification Summary ---------------------------------------------------------------------------- --- Fraction of Time in Flow Class ---- Avg. Avg. Up Down Sub Sup Up Down Froude Flow Link Dry Dry Dry Crit Crit Crit Crit Number Change ---------------------------------------------------------------------------- Link-01 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.0000 Link-02 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.0000 Link-03 0.00 0.00 0.00 0.98 0.00 0.00 0.02 0.02 0.0000 Link-04 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.03 0.0000 Link-06 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.0000 Link-07 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.01 0.0000 Link-08 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.03 0.0000 Time-Step Critical Elements None Highest Flow Instability Indexes All links are stable. Routing Time Step Summary Minimum Time Step 1.00 sec Average Time Step 1.00 sec Maximum Time Step 1.00 sec Percent in Steady State 0.00 Autodesk Storm and Sanitary Analysis