SW1-L-Start JUNCTION 0.00 810.16 0.00 <br /> SW1-U-1 JUNCTION 840.97 841.97 0.00 <br /> SW1-U-OF1A JUNCTION 829.33 830.33 0.00 <br /> SW1-U-OF1B JUNCTION 820.77 826.64 0.00 <br /> SW1-U-OF2A JUNCTION 817.18 818.35 0.00 <br /> SW1-U-OF2B JUNCTION 813.79 815.66 0.00 <br /> SW-2-Start JUNCTION 0.00 820.36 0.00 <br /> SW-4-Start JUNCTION 0.00 816.13 0.00 <br /> SW-5-Start JUNCTION 815.50 817.70 0.00 <br /> SW-6-Start JUNCTION 0.00 820.34 0.00 <br /> Out-01 OUTFALL 753.00 753.79 0.00 <br /> DET-1 STORAGE 768.00 768.00 0.00 <br /> DET-2 STORAGE 766.75 766.75 0.00 <br /> DET-3 STORAGE 763.50 763.50 0.00 <br /> DET-4 STORAGE 757.40 757.40 0.00 <br /> DET-5 STORAGE 754.70 754.70 0.00 <br /> <br /> <br /> ************ <br /> Link Summary <br /> ************ <br /> Link From Node To Node Element Length Slope Manning's <br /> ID Type ft % Roughness <br /> -------------------------------------------------------------------------------------------- <br /> CULVERT-1 SW1-U-OF1A SW1-U-OF1B CONDUIT 20.0 17.6000 0.0150 <br /> CULVERT-2 SW1-U-OF2A SW1-U-OF2B CONDUIT 20.0 11.7500 0.0150 <br /> Link-19 Jun-17 DET-4 CONDUIT 480.0 10.5417 0.0150 <br /> PIPE Jun-13 Jun-15 CONDUIT 20.0 10.0000 0.0150 <br /> PIPE-SW1L-To-PondMH-3 DET-1 CONDUIT 67.0 15.6418 0.0150 <br /> PIPE-SW1UtoSW1L OV-01 SW1-L-Start CONDUIT 120.0 1.0000 0.0150 <br /> PIPE-UPPER-TO-LOWERJun-15 MH-3 CONDUIT 182.0 16.4835 0.0150 <br /> SW1-Lower SW1-L-Start MH-3 CHANNEL 386.0 6.0000 0.0350 <br /> SWALE-3 SW-2-Start Jun-13 CHANNEL 206.0 1.0000 0.0320 <br /> SWALE-4 SW-4-Start Jun-13 CHANNEL 83.0 1.0000 0.0350 <br /> SWALE-5 SW-5-Start Jun-17 CHANNEL 120.0 1.0000 0.0350 <br /> SWALE-6 SW-6-Start Jun-17 CHANNEL 84.0 1.0000 0.0320 <br /> SW-U-1A SW1-U-1 SW1-U-OF1A CHANNEL 194.0 6.0000 0.0350 <br /> SW-U-1B SW1-U-OF1B SW1-U-OF2A CHANNEL 177.0 1.9322 0.0350 <br /> SW-U-1C SW1-U-OF2B OV-01 CHANNEL 50.0 5.0000 0.0350 <br /> Orifice-01 DET-1 DET-2 ORIFICE <br /> Orifice-02 DET-2 DET-3 ORIFICE <br /> Orifice-03 DET-3 DET-4 ORIFICE <br /> Orifice-04 DET-4 DET-5 ORIFICE <br /> Orifice-06 DET-5 Out-01 ORIFICE <br /> <br /> <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 />------------------------------------------------------------------------------------------------- <br />--------- <br /> CULVERT-1 CIRCULAR 0.83 0.83 1 0.55 0.21 <br />7.97 <br /> CULVERT-2 CIRCULAR 0.83 0.83 1 0.55 0.21 <br />6.51 <br /> Link-19 CIRCULAR 0.83 0.83 1 0.55 0.21 <br />6.17 <br /> PIPE CIRCULAR 0.67 0.67 1 0.35 0.17 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis