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01:17:47 <br /> ------------------------------------------------------------------------------------------------- <br /> Node Depth Summary <br /> ----------------------------------------------------------------------------------------- <br /> Node Average Maximum Maximum Time of Max Total Total Retention <br /> ID Depth Depth HGL Occurrence Flooded Time Time <br /> Attained Attained Attained Volume Flooded <br /> ft ft ft days hh:mm acre-in minutes hh:mm:ss <br /> ----------------------------------------------------------------------------------------- <br /> Jun-03 3.95 4.52 11.36 0 02:03 0 0 0:00:00 <br /> Jun-04 8.17 8.83 11.38 0 02:03 0 0 0:00:00 <br /> Jun-05 3.75 4.48 11.55 0 08:05 0 0 0:00:00 <br /> Jun-06 3.03 4.36 12.20 0 02:03 0 0 0:00:00 <br /> Jun-08 4.04 4.76 11.40 0 02:19 0 0 0:00:00 <br /> Jun-09 2.95 3.70 11.54 0 02:19 0 0 0:00:00 <br /> Jun-10 3.07 3.86 11.54 0 02:19 0 0 0:00:00 <br /> Out-A 7.09 7.09 11.06 0 0 0:0 0 0 0 0:00:00 <br /> Out-M 4.50 4.50 11.06 0 00:00 0 0 0:00:00 <br /> ***************** <br /> Node Flow Summary <br /> ***************** <br /> ------------------------------------------------------------------------------------ <br /> Node Element Maximum Peak Time of Maximum Time of Peak <br /> ID Type Lateral Inflow Peak Inflow Flooding Flooding <br /> Inflow Occurrence Overflow Occurrence <br /> cfs cfs days hh:mm cfs days hh:mm <br /> ------------------------------------------------------------------------------------ <br /> Jun-03 JUNCTION 0.00 20.80 0 08:05 0.00 <br /> Jun-04 JUNCTION 0.00 20.80 0 08:05 0.00 <br /> Jun-05 JUNCTION 0.61 20.80 0 08:05 0.00 <br /> Jun-06 JUNCTION 20.19 20.19 0 08:05 0.00 <br /> Jun-08 JUNCTION 0.00 1.98 0 08:05 0.00 <br /> Jun-09 JUNCTION 1.75 1.75 0 08:05 0.00 <br /> Jun-10 JUNCTION 0.23 0.23 0 07:59 0.00 <br /> Out-A OUTFALL 0.00 1.98 0 08:05 0.00 <br /> Out-M OUTFALL 0.00 20.80 0 08:05 0.00 <br /> Outfall Loading Summary <br /> ----------------------------------------------- <br /> Outfall Node ID Flow Average Peak <br /> Frequency Flow Inflow <br /> (o) cfs cfs <br /> ----------------------------------------------- <br /> Out-A 90.34 0.48 1.98 <br /> Out-M 91.41 4.44 20.80 <br /> ----------------------------------------------- <br /> System 90.88 4.92 22.78 <br /> ***************** <br /> Link Flow Summary <br /> ***************** <br /> Autodesk Storm and Sanitary Analysis <br />