<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 08:00 9.53 1.00 1.20 7.97 0.15 <br />0.28 0 Calculated <br /> CULVERT-2 CONDUIT 0 08:00 8.82 1.00 1.73 6.51 0.27 <br />0.39 0 Calculated <br /> EndPipe CONDUIT 0 08:26 8.73 1.00 4.96 9.76 0.51 <br />0.68 0 Calculated <br /> Link-19 CONDUIT 0 08:00 3.32 1.00 1.25 6.17 0.20 <br />0.65 0 Calculated <br /> PIPE CONDUIT 0 08:00 7.79 1.00 1.24 3.31 0.37 <br />0.46 0 Calculated <br /> PIPE-SW1L-To-Pond CONDUIT 0 08:01 12.24 1.00 4.78 7.51 0.64 <br />0.81 0 Calculated <br /> PIPE-SW1UtoSW1L CONDUIT 0 08:00 5.29 1.00 2.71 1.71 1.58 <br />0.62 0 > CAPACITY <br /> PIPE-UPPER-TO-LOWER CONDUIT 0 08:00 6.27 1.00 1.24 4.27 0.29 <br />0.57 0 Calculated <br /> SW1-Lower CHANNEL 0 08:01 2.59 1.00 3.54 46.19 0.08 <br />0.24 0 Calculated <br /> SWALE-3 CHANNEL 0 08:00 1.14 1.00 0.82 243.47 0.00 <br />0.09 0 Calculated <br /> SWALE-4 CHANNEL 0 08:00 0.75 1.00 0.42 16.06 0.03 <br />0.13 0 Calculated <br /> SWALE-5 CHANNEL 0 08:00 0.76 1.00 0.45 16.06 0.03 <br />0.13 0 Calculated <br /> SWALE-6 CHANNEL 0 08:00 1.09 1.00 0.61 243.47 0.00 <br />0.07 0 Calculated <br /> SW-U-1A CHANNEL 0 08:00 1.15 1.00 1.21 46.19 0.03 <br />0.19 0 Calculated <br /> SW-U-1B CHANNEL 0 08:00 1.41 1.00 1.73 26.21 0.07 <br />0.22 0 Calculated <br /> SW-U-1C CHANNEL 0 08:00 2.27 1.00 2.71 42.17 0.06 <br />0.21 0 Calculated <br /> Orifice-01 ORIFICE 0 07:55 2.27 <br />1.00 <br /> Orifice-02 ORIFICE 0 08:14 2.26 <br />1.00 <br /> Orifice-03 ORIFICE 0 08:23 2.34 <br />1.00 <br /> Orifice-04 ORIFICE 0 08:20 2.64 <br />1.00 <br /> Orifice-05 ORIFICE 0 08:26 2.63 <br />1.00 <br /> Weir-01 WEIR 0 08:10 2.21 <br />0.38 <br /> Weir-02 WEIR 0 08:14 1.68 <br />0.42 <br /> Weir-03 WEIR 0 08:23 1.17 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis