ID Precip Runoff Runoff Curve Concentration <br /> in in cfs Number days hh:mm:ss <br /> -------------------------------------------------------------------------- <br /> BASIN-L1 3.22 1.53 0.69 80.400 0 00:05:00 <br /> BASIN-L2 3.22 1.53 0.56 80.400 0 00:05:00 <br /> BASIN-L3 3.22 1.53 0.44 80.400 0 00:05:00 <br /> BASIN-L4 3.22 1.53 0.42 80.400 0 00:05:00 <br /> BASIN-L5 3.22 1.53 0.93 80.400 0 00:05:00 <br /> BASIN-L6 3.22 1.53 0.17 80.400 0 00:05:00 <br /> BASIN-L7 3.22 1.53 0.21 80.400 0 00:05:00 <br /> BASIN-L8 3.22 1.53 0.35 80.400 0 00:05:00 <br /> BASIN-S1 3.22 2.99 0.38 98.000 0 00:05:00 <br /> BASIN-S2 3.22 2.99 0.06 98.000 0 00:05:00 <br /> BASIN-S3 3.22 2.99 0.07 98.000 0 00:05:00 <br /> BASIN-S4 3.22 2.99 0.08 98.000 0 00:05:00 <br /> BASIN-S5 3.22 2.99 0.06 98.000 0 00:05:00 <br /> BASIN-S6 3.22 2.99 0.14 98.000 0 00:05:00 <br /> Uphill 3.22 1.62 0.67 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 0.28 0.49 753.49 0 09:00 0 0 0:00:00 <br /> Jun-13 1.70 1.84 811.99 0 08:00 0 0 0:00:00 <br /> Jun-15 0.09 0.19 809.89 0 08:01 0 0 0:00:00 <br /> Jun-17 0.09 0.20 808.20 0 08:00 0 0 0:00:00 <br /> MH-3 0.17 0.36 779.86 0 07:53 0 0 0:00:00 <br /> OV-01 0.95 1.39 810.32 0 08:00 0 0 0:00:00 <br /> SW1-L-Start 0.08 0.18 809.34 0 08:01 0 0 0:00:00 <br /> SW1-U-1 0.04 0.09 841.06 0 08:00 0 0 0:00:00 <br /> SW1-U-OF1A 0.08 0.18 829.51 0 08:01 0 0 0:00:00 <br /> SW1-U-OF1B 0.09 0.21 820.98 0 08:01 0 0 0:00:00 <br /> SW1-U-OF2A 0.11 0.26 817.44 0 08:01 0 0 0:00:00 <br /> SW1-U-OF2B 0.07 0.17 813.96 0 08:00 0 0 0:00:00 <br /> SW-2-Start 0.18 0.38 816.74 0 08:01 0 0 0:00:00 <br /> SW-4-Start 0.06 0.14 815.27 0 08:00 0 0 0:00:00 <br /> SW-5-Start 0.06 0.15 816.85 0 08:00 0 0 0:00:00 <br /> SW-6-Start 0.15 0.31 816.65 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 0.57 2.18 770.18 0 08:17 0 0 0:00:00 <br /> DET-2 0.65 2.22 768.97 0 08:27 0 1400 0:00:00 <br /> DET-3 0.64 2.06 765.56 0 08:47 0 1369 0:00:00 <br /> DET-4 0.89 2.56 759.96 0 08:28 0 1404 0:00:00 <br /> DET-5 0.88 2.46 757.16 0 09:00 0 1398 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 2.43 0 09:00 0.00 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis