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l r <br />u <br />• <br />* * * * * * * * * * ** <br />Node Summary <br />Sub -a2 <br />2.25 <br />121.88 <br />100.00 <br />20.0000 - <br />Sub -a3 <br />13.78 <br />558.10 <br />100.00 <br />30.9000 - <br />Sub -bl <br />1.39 <br />120.00 <br />100.00 <br />20.0000 - <br />Sub -c <br />5.13 <br />405.34 <br />100.00 <br />8.0000 - <br />Sub -d <br />20.68 <br />484.97 <br />100.00 <br />4.5000 - <br />* * ** <br />Node Element <br />Invert <br />Maximum <br />Ponded External <br />ID Type <br />Elevation <br />Elev. <br />Area <br />Inflow <br />ft <br />ft <br />ft 2 <br />-------------------------------------------------------- <br />Jun-al JUNCTION <br />7541.00 <br />7545.00 <br />- - - - -- <br />0.00 <br />Jun -a2 JUNCTION <br />7546.70 <br />7600.00 <br />0.00 <br />Jun -b3 JUNCTION <br />7470.00 <br />7475.00 <br />0.00 <br />Jun -b4 JUNCTION <br />7443.00 <br />7448.00 <br />0.00 <br />Out -a OUTFALL <br />7527.00 <br />7539.00 <br />0.00 <br />Out -b OUTFALL <br />7437.00 <br />7438.00 <br />0.00 <br />Out -c OUTFALL <br />7635.00 <br />7635.00 <br />0.00 <br />Out -d OUTFALL <br />7654.00 <br />7654.00 <br />0.00 <br />Link Summary <br />* * * * * * * * * * ** <br />From Node <br />To Node <br />Element <br />Length <br />Slope <br />Manning's <br />Link <br />Type <br />ft <br />% <br />Roughness <br />ID <br />---------------------- <br />----------------------------------------------------------- <br />Culvert h2o rd 2010 - 2Jun -al <br />Out -a <br />CHANNEL <br />69.5 <br />5.7571 <br />0.0320 <br />Link -04 Jun -b3 <br />Jun -b4 <br />CONDUIT <br />29.2 <br />92.4658 <br />0.0150 <br />Link -05 Jun -b4 <br />Out -b <br />CHANNEL <br />184.6 <br />626.5 <br />3.2510 <br />0.9098 <br />0.0250 <br />0.0320 <br />Link -06 Jun -a2 <br />Jun -al <br />CHANNEL <br />* * * * * * * * * * * * * * * * * * * ** <br />Cross Section Summary <br />Depth/ <br />Width <br />No. of <br />Cross <br />Full Flow <br />Link Shape <br />Design <br />Diameter <br />Barrels <br />Sectional <br />Hydraulic <br />ID <br />Flow <br />Area <br />Radius <br />Capacity <br />ft <br />ft <br />ft 2 <br />ft <br />cfs <br />-------------------------------------------------------------------------------- <br />Culvert h2o rd 2010 - 2 TRAPEZOIDAL <br />2.00 <br />5.00 <br />1 <br />6.00 <br />0.90 62.38 <br />Link -04 CIRCULAR <br />1.50 <br />1.50 <br />1 <br />1.77 <br />0.38 <br />87.54 <br />Link -05 TRAPEZOIDAL <br />1.00 <br />2.50 <br />1 <br />1.50 <br />0.45 <br />9.45 <br />Link -06 TRAPEZOIDAL <br />1.50 <br />17.50 <br />1 <br />20.63 <br />1.14 <br />99.67 <br />* * * * * * * * * * * * * * * * * * * * * * * * ** <br />Volume <br />Depth <br />Runoff Quantity Continuity <br />acre -ft <br />inches <br />* * * * * * * * * * * * * * * * * * * * * * * * ** <br />--- - - - - -- <br />- - - - - -- <br />Total Precipitation ...... <br />12.158 <br />3.000 <br />Evaporation Loss ......... <br />0.000 <br />0.000 <br />Infiltration Loss ........ <br />0.000 <br />0.000 <br />Autodesk Storm and Sanitary Analysis <br />TR 54 <br />Page E 19(15) -440 <br />Revised 11/2/10 <br />