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Channel <br /> Bottom Length: 100.00 ft. <br /> Bottom Width: 2.00 ft. <br /> Manning's n: 0.03 <br /> Channel bottom slope 1: 0.02 To 1 <br /> Channel Left side slope 0: 3 To 1 <br /> Channel right side slope 2: 3 To 1 <br /> Discharge Structure <br /> Riser Height: 0 ft. <br /> Riser Diameter: 0 in. <br /> Element Flows To: <br /> Outlet 1 Outlet 2 <br /> Channel Hydraulic Table <br /> Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) <br /> 0.0000 0.004 0.000 0.000 0.000 <br /> 0.0222 0.004 0.000 0.024 0.000 <br /> 0.0444 0.005 0.000 0.079 0.000 <br /> 0.0667 0.005 0.000 0.158 0.000 <br /> 0.0889 0.005 0.000 0.259 0.000 <br /> 0.1111 0.006 0.000 0.381 0.000 <br /> 0.1333 0.006 0.000 0.523 0.000 <br /> 0.1556 0.006 0.000 0.686 0.000 <br /> 0.1778 0.007 0.001 0.869 0.000 <br /> 0.2000 0.007 0.001 1.073 0.000 <br /> 0.2222 0.007 0.001 1.297 0.000 <br /> 0.2444 0.008 0.001 1.542 0.000 <br /> 0.2667 0.008 0.001 1.808 0.000 <br /> 0.2889 0.008 0.001 2.096 0.000 <br /> 0.3111 0.008 0.002 2.406 0.000 <br /> 0.3333 0.009 0.002 2.738 0.000 <br /> 0.3556 . 0.009 •0.002 3.092 0.000 <br /> 0.3778 0.009 0.002 3.470 0.000 <br /> 0.4000 0.010 0.002 3.871 0.000 <br /> 0.4222 0.010 0.003 4.296 0.000 <br /> 0.4444 0.010 0.003 4.745 0.000 <br /> 0.4667 0.011 0.003 5.218 0.000 . <br /> 0.4889 0.011 0.003 5.717 0.000 <br /> 0.5111 0.011 0.004 6.241 0.000 <br /> 0.5333 0.011 0.004 6.791 0.000 <br /> 0.5556 0.012 0.004 7.366 0.000 <br /> 0.5778 0.012 0.005 7.969 0.000 <br /> 0.6000 0.012 0.005 8.599 0.000 <br /> 0.6222 0.013 0.005 9.256 0.000 <br /> 0.6444 0.013 0.005 9.940 0.000 <br /> 0.6667 0.013 0.006 10.65 0.000 <br /> 0.6889 0.014 0.006 11.39 0.000 <br /> 0.7111 .0.014 .0.006 12.16 0.000 <br /> 0.7333 0.014 0.007 12.96 0.000 <br /> 0.7556 0.015 0.007 13.79 0.000 <br /> 0.7778 0.015 0.007 14.65 0.000 <br /> 0.8000 0.015 0.008 15.54 0.000 <br /> 0.8222 0.015 0.008 16.46 0.000 <br /> 0.8444 0.016 0.008 17.42 0.000 <br /> 0.8667 0.016 0.009 18.40 0.000 <br /> Infiltration Trenches 10/6/2020 1:57:54 PM Page 10 <br />