ID Precip Runoff Runoff Curve Concentration <br /> in in cfs Number days hh:mm:ss <br /> -------------------------------------------------------------------------- <br /> BASIN-L1 4.45 2.51 1.21 80.400 0 00:05:00 <br /> BASIN-L2 4.45 2.51 0.99 80.400 0 00:05:00 <br /> BASIN-L3 4.45 2.51 0.78 80.400 0 00:05:00 <br /> BASIN-L4 4.45 2.51 0.73 80.400 0 00:05:00 <br /> BASIN-L5 4.45 2.51 1.64 80.400 0 00:05:00 <br /> BASIN-L6 4.45 2.51 0.30 80.400 0 00:05:00 <br /> BASIN-L7 4.45 2.51 0.38 80.400 0 00:05:00 <br /> BASIN-L8 4.45 2.51 0.61 80.400 0 00:05:00 <br /> BASIN-S1 4.45 4.21 0.53 98.000 0 00:05:00 <br /> BASIN-S2 4.45 4.21 0.08 98.000 0 00:05:00 <br /> BASIN-S3 4.45 4.21 0.10 98.000 0 00:05:00 <br /> BASIN-S4 4.45 4.21 0.12 98.000 0 00:05:00 <br /> BASIN-S5 4.45 4.21 0.08 98.000 0 00:05:00 <br /> BASIN-S6 4.45 4.21 0.20 98.000 0 00:05:00 <br /> Uphill 4.45 2.62 1.15 81.500 0 00:07:00 <br /> -------------------------------------------------------------------------- <br /> <br /> <br /> ****************** <br /> Node Depth Summary <br /> ****************** <br /> <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 /> J-1 0.38 0.85 753.85 0 08:26 0 0 0:00:00 <br /> Jun-13 1.73 1.94 812.09 0 08:00 0 0 0:00:00 <br /> Jun-15 0.11 0.25 809.95 0 08:00 0 0 0:00:00 <br /> Jun-17 0.11 0.25 808.25 0 08:00 0 0 0:00:00 <br /> MH-3 0.21 0.51 780.01 0 08:01 0 0 0:00:00 <br /> OV-01 1.05 2.48 811.41 0 08:00 0 0 0:00:00 <br /> SW1-L-Start 0.10 0.24 809.40 0 08:01 0 0 0:00:00 <br /> SW1-U-1 0.05 0.13 841.10 0 08:00 0 0 0:00:00 <br /> SW1-U-OF1A 0.11 0.25 829.58 0 08:00 0 0 0:00:00 <br /> SW1-U-OF1B 0.12 0.25 821.02 0 07:47 0 0 0:00:00 <br /> SW1-U-OF2A 0.14 0.35 817.53 0 08:00 0 0 0:00:00 <br /> SW1-U-OF2B 0.09 0.22 814.01 0 08:00 0 0 0:00:00 <br /> SW-2-Start 0.23 0.48 816.84 0 08:00 0 0 0:00:00 <br /> SW-4-Start 0.08 0.19 815.32 0 08:00 0 0 0:00:00 <br /> SW-5-Start 0.08 0.20 816.90 0 08:00 0 0 0:00:00 <br /> SW-6-Start 0.19 0.41 816.75 0 08:00 0 0 0:00:00 <br /> Out-01 0.00 0.00 0.00 0 00:00 0 0 0:00:00 <br /> Uphill-NotIncluded 0.00 0.00 0.00 0 00:00 0 0 0:00:00 <br /> DET-1 0.87 3.16 771.16 0 08:10 0 0 0:00:00 <br /> DET-2 1.00 3.23 769.98 0 08:14 0 1412 0:00:00 <br /> DET-3 1.02 3.44 766.94 0 08:23 0 1395 0:00:00 <br /> DET-4 1.35 3.00 760.40 0 08:20 0.00 1416 0:00:00 <br /> DET-5 1.35 2.98 757.68 0 08:26 0 1410 0:00:00 <br /> <br /> <br /> ***************** <br /> Node Flow Summary <br /> ***************** <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 /> J-1 JUNCTION 0.00 4.96 0 08:26 0.00 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis