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L1 <br />t r� <br />l I , J <br />u <br />Out -c 0.00 0.00 7635.00 0 00:00 0 0 0:00:00 <br />Out -d 0.00 0.00 7654.00 0 00:00 0 0 0:00:00 <br />Node Flow Summary <br />Node <br />Element <br />Maximum <br />Peak <br />Time of <br />Maximum Time of Peak <br />ID <br />Type <br />Lateral <br />Inflow <br />Peak <br />Inflow <br />Flooding <br />Flooding <br />Inflow <br />M <br />Occurrence <br />Overflow <br />Occurrence <br />cfs <br />cfs <br />days <br />hh:mm <br />cfs <br />- <br />days hh:mm <br />- - - -- - <br />------------------------------------------------- <br />Jun-al <br />JUNCTION <br />31.47 <br />84.32 <br />---------------------- <br />0 <br />12:00 <br />21.78 <br />0 12:00 <br />Jun -a2 <br />JUNCTION <br />55.74 <br />55.74 <br />0 <br />12:00 <br />0.00 <br />1005.668 <br />Jun -b3 <br />JUNCTION <br />5.73 <br />5.73 <br />0 <br />12:00 <br />0.00 <br />3901.291 <br />Jun -b4 <br />JUNCTION <br />0.00 <br />5.72 <br />0 <br />12:00 <br />0.00 <br />7168.319 <br />Out -a <br />OUTFALL <br />0.00 <br />62.38 <br />0 <br />11:56 <br />0.00 <br />Out -b <br />OUTFALL <br />0.00 <br />5.71 <br />0 <br />12:00 <br />0.00 <br />Out -c <br />OUTFALL <br />13.87 <br />13.87 <br />0 <br />12:06 <br />0.00 <br />Out -d <br />OUTFALL <br />68.17 <br />68.17 <br />0 <br />12:00 <br />0.00 <br />Ratio of <br />Outfall Loading Summary <br />------------------------------------------------------------- <br />Outfall <br />Node ID Flow <br />Average <br />Peak <br />Total <br />Frequency <br />Flow <br />Inflow <br />TSS <br />M <br />cfs <br />cfs <br />lbs <br />------------------------------------------------------------- <br />out -a <br />66.72 <br />1.96 <br />62.38 <br />2119.614 <br />Out -b <br />52.98 <br />0.17 <br />5.71 <br />141.747 <br />out -c <br />80.49 <br />0.39 <br />13.87 <br />1005.668 <br />Out -d <br />85.30 <br />1.41 <br />68.17 <br />3901.291 <br />------------------------------------------------------------- <br />System <br />71.37 <br />3.93 <br />149.30 <br />7168.319 <br />Link Flow Summary <br />---------------------------------------------------------------------------------------- <br />------------------------------- <br />Link ID <br />Element <br />Time of Maximum <br />Length <br />Peak Flow <br />Design <br />Ratio of <br />Ratio of <br />Total Reported <br />Type <br />Peak <br />Flow velocity <br />Factor <br />during <br />Flow <br />Maximum <br />Maximum <br />Time Condition <br />Occurrence <br />Attained <br />Analysis <br />Capacity <br />/Design <br />Flow Surcharged <br />days <br />hh:mm ft/sec <br />cfs <br />cfs <br />Flow <br />Depth <br />minutes <br />-- --- <br />- - -- - <br />-------------------------------------------------------------------------- <br />------------------------------- <br />Culvert <br />h2o rd 2010 - 2 CHANNEL <br />0 11:56 10.40 <br />1.00 62.38 <br />62.38 <br />1.00 <br />Link -04 <br />1.00 10 FLOODED <br />CONDUIT 0 <br />12:00 27.83 <br />1.00 <br />5.72 <br />87.54 <br />0.07 <br />0.17 <br />Link -05 <br />0 Calculated <br />CHANNEL <br />0 <br />12:00 5.66 <br />1.00 <br />5.71 <br />9.45 <br />0.60 <br />0.79 <br />Link -06 <br />0 Calculated <br />CHANNEL <br />0 <br />12:01 4.19 <br />1.00 <br />55.01 <br />99.67 <br />0.55 <br />0.71 <br />0 Calculated <br />Autodesk Storm and Sanitary Analysis <br />TR 54 Page E 19(15) -445 Revised 11/2/10 <br />