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01:11:35 <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 3.99 4.57 11.41 0 01:48 0 0 0:00:00 <br /> Jun-04 8.22 9.02 11.57 0 08:05 0 0 0:00:00 <br /> Jun-05 3.80 4.76 11.83 0 08:05 0 0 0:00:00 <br /> Jun-06 3.08 4.68 12.52 0 01:48 0 0 0:00:00 <br /> Jun-08 4.09 4.79 11.43 0 02:01 0 0 0:00:00 <br /> Jun-09 3.01 3.89 11.73 0 08:05 0 0 0:00:00 <br /> Jun-10 3.11 3.95 11.63 0 02:01 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 26.16 0 08:05 0.00 <br /> Jun-04 JUNCTION 0.00 26.16 0 08:05 0.00 <br /> Jun-05 JUNCTION 0.76 26.16 0 08:05 0.00 <br /> Jun-06 JUNCTION 25.39 25.39 0 08:05 0.00 <br /> Jun-08 JUNCTION 0.00 2.51 0 08:05 0.00 <br /> Jun-09 JUNCTION 2.23 2.23 0 08:05 0.00 <br /> Jun-10 JUNCTION 0.29 0.29 0 07:55 0.00 <br /> Out-A OUTFALL 0.00 2.51 0 08:05 0.00 <br /> Out-M OUTFALL 0.00 26.16 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 91.55 0.59 2.51 <br /> Out-M 92.48 5.45 26.16 <br /> ----------------------------------------------- <br /> System 92.01 6.04 28.67 <br /> ***************** <br /> Link Flow Summary <br /> ***************** <br /> Autodesk Storm and Sanitary Analysis <br />