<br /> <br /> ***************** <br /> Link Flow Summary <br /> ***************** <br /> <br /> <br />------------------------------------------------------------------------------------------------- <br />------------------------------- <br /> Link ID Element Time of Maximum Length Peak Flow Design Ratio of <br />Ratio of Total Reported <br /> Type Peak Flow Velocity Factor during Flow Maximum <br />Maximum Time Condition <br /> Occurrence Attained Analysis Capacity /Design <br />Flow Surcharged <br /> days hh:mm ft/sec cfs cfs Flow <br />Depth minutes <br /> <br />------------------------------------------------------------------------------------------------- <br />------------------------------- <br /> CULVERT-1 CONDUIT 0 08:01 8.31 1.00 0.68 7.97 0.09 <br />0.21 0 Calculated <br /> CULVERT-2 CONDUIT 0 08:01 7.91 1.00 1.05 6.51 0.16 <br />0.29 0 Calculated <br /> EndPipe CONDUIT 0 09:00 7.88 1.00 2.43 9.76 0.25 <br />0.42 0 Calculated <br /> Link-19 CONDUIT 0 08:00 2.12 1.00 0.75 6.17 0.12 <br />0.62 0 Calculated <br /> PIPE CONDUIT 0 08:00 6.95 1.00 0.73 3.31 0.22 <br />0.34 0 Calculated <br /> PIPE-SW1L-To-Pond CONDUIT 0 08:01 11.85 1.00 2.82 7.51 0.38 <br />0.71 0 Calculated <br /> PIPE-SW1UtoSW1L CONDUIT 0 08:00 4.27 1.00 1.61 1.71 0.94 <br />0.48 0 Calculated <br /> PIPE-UPPER-TO-LOWER CONDUIT 0 08:01 5.51 1.00 0.73 4.27 0.17 <br />0.41 0 Calculated <br /> SW1-Lower CHANNEL 0 08:01 2.18 1.00 2.09 46.19 0.05 <br />0.17 0 Calculated <br /> SWALE-3 CHANNEL 0 08:01 0.98 1.00 0.48 243.47 0.00 <br />0.07 0 Calculated <br /> SWALE-4 CHANNEL 0 08:00 0.62 1.00 0.25 16.06 0.02 <br />0.10 0 Calculated <br /> SWALE-5 CHANNEL 0 08:00 0.62 1.00 0.26 16.06 0.02 <br />0.10 0 Calculated <br /> SWALE-6 CHANNEL 0 08:00 0.92 1.00 0.35 243.47 0.00 <br />0.06 0 Calculated <br /> SW-U-1A CHANNEL 0 08:00 0.93 1.00 0.69 46.19 0.01 <br />0.14 0 Calculated <br /> SW-U-1B CHANNEL 0 08:01 1.20 1.00 1.05 26.21 0.04 <br />0.16 0 Calculated <br /> SW-U-1C CHANNEL 0 08:00 1.91 1.00 1.61 42.17 0.04 <br />0.15 0 Calculated <br /> Orifice-01 ORIFICE 0 08:09 1.99 <br />1.00 <br /> Orifice-02 ORIFICE 0 08:27 1.83 <br />1.00 <br /> Orifice-03 ORIFICE 0 08:47 1.75 <br />1.00 <br /> Orifice-04 ORIFICE 0 08:28 2.41 <br />1.00 <br /> Orifice-05 ORIFICE 0 09:00 2.36 <br />1.00 <br /> Weir-01 WEIR 0 00:00 0.00 <br />0.00 <br /> Weir-02 WEIR 0 00:00 0.00 <br />0.00 <br /> Weir-03 WEIR 0 00:00 0.00 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis