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ditch capacity <br />Prepared by Loucks Associates <br />HydroCAD© 10.00 s/n 02676 ©2011 HydroCAD Software Solutions LLC <br />Elevation Velocity Discharge <br />(feet) (ft/sec) (cfs) <br />0.00 0.00 0.00 <br />0.10 0.22 0.01 <br />0.20 0.35 0.07 <br />0.30 0.46 0.20 <br />0.40 0.55 0.42 <br />0.50 0.64 0.75 <br />0.60 0.72 1.23 <br />0.70 0.80 1.85 <br />0.80 0.88 2.63 <br />0.90 0.95 3.61 <br />1.00 1.02 4.77 <br />1.10 1.08 6.16 <br />1.20 1.15 7.76 <br />1.30 1.21 9.60 <br />1.40 1.27 11.70 <br />1.50 1.33 14.06 <br />1.60 1.39 16.70 <br />1.70 1.45 19.63 <br />1.80 1.50 22.84 <br />1.90 1.56 26.41 <br />2.00 1.61 30.27 <br />2.10 1.67 34.47 <br />2.20 1.72 39.03 <br />2.30 1.77 43.92 <br />2.40 1.82 49.22 <br />2.50 1.87 54.88 <br />2.60 1.92 60.91 <br />2.70 1.97 67.38 <br />2.80 2.02 74.22 <br />2.90 2.07 81.51 <br />3.00 2.11 89.23 <br />3.10 2.16 97.36 <br />3.20 2.21 105.95 <br />3.30 2.25 114.79 <br />3.40 2.29 124.11 <br />3.50 2.33 133.92 <br />3.60 2.37 144.21 <br />3.70 2.41 155.08 <br />3.80 2.45 166.45 <br />3.90 2,49 178.35 <br />4.00 2.53 190.84 <br />4.10 2.57 203.83 <br />4.20 2.61 217.46 <br />4.30 2.65 231.64 <br />4.40 2.69 246.40 <br />4.50 2.73 261.81 <br />4.60 2.77 277.78 <br />4.70 2.81 294.41 <br />4.80 2.85 311.67 <br />4.90 2.89 329.53 <br />5.00 2.92 348.11 <br />5.10 2.96 367.30 <br />5.20 3.00 387.16 <br />Stage -Discharge for Reach Sta. 17+00: Ditch 14 <br />Elevation Velocity Discharge <br />(feet) (ft/sec) (cfs) <br />5.30 2.99 401.89 <br />5.40 2.99 417.63 <br />5.50 2.99 434.65 <br />5.60 2.99 452.74 <br />5.70 3.00 471.98 <br />5.80 3.01 492.42 <br />5.90 3.02 513.94 <br />6.00 3.03 536.74 <br />6.10 3.04 560.67 <br />.V 6.20 3.06 585.77 <br />6.30 3.08 612.17 <br />6.40 3.09 639.70 <br />6.50 3.11 668.55 <br />6.60 3.13 698.64 <br />6.70 3.15 729.95 <br />6.80 3.18 762.67 <br />6.90 3.20 796.61 <br />7.00 3.22 831.92 <br />7.10 3.25 868.60 <br />7.20 3.27 906.54 <br />Ditch 14 - Sta. 17+00 <br />Rainfall not specified <br />Printed 9/24/2013 <br />Page 2 <br />