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************ <br /> Link Summary <br /> ************ <br /> Link From Node To Node Element Length Slope Manning's <br /> ID Type ft o Roughness <br /> -------------------------------------------------------------------------------------------- <br /> Link-01 Jun-03 Out-M CONDUIT 98.0 0.2857 0.0090 <br /> Link-02 Jun-04 Jun-03 CONDUIT 10.0 0.3000 0.0090 <br /> Link-03 Jun-05 Jun-04 CONDUIT 66.0 0.3030 0.0090 <br /> Link-04 Jun-06 Jun-05 CONDUIT 255.0 0.3020 0.0090 <br /> Link-06 Jun-08 Out-A CONDUIT 129.0 2.0693 0.0150 <br /> Link-07 Jun-10 Jun-08 CONDUIT 132.0 0.7877 0.0150 <br /> Link-08 Jun-09 Jun-08 CONDUIT 79.7 1.5051 0.0150 <br /> ********************* <br /> Cross Section Summary <br /> ********************* <br /> Link Shape Depth/ Width No. of Cross Full Flow <br /> Design <br /> ID Diameter Barrels Sectional Hydraulic <br /> Flow <br /> Area Radius <br /> Capacity <br /> ft ft ft2 ft <br /> cfs <br /> ------------------------------------------------------------------------------------------------- <br /> Link-01 CIRCULAR 3.00 3.00 1 7.07 0.75 <br /> 51.50 <br /> Link-02 CIRCULAR 3.00 3.00 1 7.07 0.75 <br /> 52.77 <br /> Link-03 CIRCULAR 3.00 3.00 1 7.07 0.75 <br /> 53.03 <br /> Link-04 CIRCULAR 3.00 3.00 1 7.07 0.75 <br /> 52.94 <br /> Link-06 CIRCULAR 1.50 1.50 1 1.77 0.38 <br /> 13.10 <br /> Link-07 CIRCULAR 1.00 1.00 1 0.79 0.25 <br /> 2.74 <br /> Link-08 CIRCULAR 1.00 1.00 1 0.79 0.25 <br /> 3.79 <br /> ************************** Volume Depth <br /> Runoff Quantity Continuity acre-ft inches <br /> ************************** --------- ------- <br /> Total Precipitation . . . . . . 11.626 3.197 <br /> Evaporation Loss . .. . . . . . . 0.000 0.000 <br /> Infiltration Loss .. . . . . . . 0.000 0.000 <br /> Surface Runoff ... .. . . . . . . 11.168 3.071 <br /> Final Surface Storage . . . . 0.469 0.129 <br /> Continuity Error (%) . . . . . -0.093 <br /> ************************** Volume Volume <br /> Flow Routing Continuity acre-ft Mgallons <br /> ************************** --------- --------- <br /> Dry Weather Inflow . . . . . . . 0.000 0.000 <br /> Wet Weather Inflow . . . . . . . 11.140 3.630 <br /> Groundwater Inflow . . . . . . . 0.000 0.000 <br /> RDII Inflow .......... . . . . 0.000 0.000 <br /> External Inflow .... . . . . . . 0.000 0.000 <br /> External Outflow ..... . . . . 11.063 3.605 <br /> Autodesk Storm and Sanitary Analysis <br />