<br />------------------------------------------------------------------------------------------------- <br />------------------------------------ <br /> DET-1 0.000 0 0 00:00 0.306 0 2.59 <br />0.00 0:00:00 0.000 <br /> DET-2 0.000 0 0 00:00 0.190 0 2.26 <br />0.00 0:00:00 0.000 <br /> DET-3 0.000 0 0 00:00 0.187 0 2.16 <br />0.00 0:00:00 0.000 <br /> DET-4 0.000 0 0 00:00 0.496 0 3.08 <br />0.00 0:00:00 0.000 <br /> DET-5 0.000 0 0 00:00 0.282 0 3.05 <br />0.00 0:00:00 0.000 <br /> <br /> <br /> *********************** <br /> Outfall Loading Summary <br /> *********************** <br /> <br /> ----------------------------------------------- <br /> Outfall Node ID Flow Average Peak <br /> Frequency Flow Inflow <br /> (%) cfs cfs <br /> ----------------------------------------------- <br /> Out-01 98.65 1.30 3.05 <br /> ----------------------------------------------- <br /> System 98.65 1.30 3.05 <br /> <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 1.21 7.97 0.15 <br />0.28 0 Calculated <br /> CULVERT-2 CONDUIT 0 08:01 8.82 1.00 1.72 6.51 0.26 <br />0.39 0 Calculated <br /> Link-19 CONDUIT 0 08:00 1.85 1.00 0.64 6.17 0.10 <br />0.61 0 Calculated <br /> PIPE CONDUIT 0 18:18 4.51 1.00 0.14 3.31 0.04 <br />0.14 0 Calculated <br /> PIPE-SW1L-To-Pond CONDUIT 0 08:00 12.76 1.00 3.57 7.51 0.48 <br />0.73 0 Calculated <br /> PIPE-SW1UtoSW1L CONDUIT 0 08:00 4.09 1.00 2.71 3.09 0.88 <br />0.90 0 Calculated <br /> PIPE-UPPER-TO-LOWER CONDUIT 0 00:00 0.00 1.00 0.00 4.25 0.00 <br />0.33 0 Calculated <br /> SW1-Lower CHANNEL 0 08:00 3.25 1.00 3.55 65.99 0.05 <br />0.20 0 Calculated <br /> SWALE-3 CHANNEL 0 18:18 0.95 1.00 0.14 380.41 0.00 <br />0.03 0 Calculated <br /> SWALE-4 CHANNEL 0 00:00 0.00 1.00 0.00 22.94 0.00 <br />0.00 0 Calculated <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis