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<br />Table 15. Results of Ilydraulic Calculations for Existing and Proposed Minoz Diversions. <br />Contrib- 10-Year <br />uting 24-Hour Permis- <br />Diversion Drainage Design Manning's Froude Normal •ible <br />Designation Area Discharge Slope n Number Depth Velocity Slope <br />(acres) (cfs) (ft/ft) (feet) (fps) (ft/ft) <br />E%isTINC <br />T 1.47 1.69 0.035 0.03. 0.84 0.50 3.38 0.046 <br />1 <br />T 2.42 2.78 0.035 0.03 0.88 0.60 3.86 0.033 <br />2 <br />B 5.20 5.97 0.010 0.03 0.51 1.01 2.93 0.020 <br />L <br /> u, <br />R2 8.50 9.76 0.010 0.03 0.5] 1.21 3.31 0.014 ~' <br />PROPOSED <br />D1 5.84 6.71 0.022 0.03 0.69 0.91 3.75 ----- <br />D 8.55 9.82 0.014 0.07 0.62 1.14 3.75 ----- <br />2 <br />E 16.55 37.30 0.025 0.03 0.61 1.17 3.75 ----- <br />L <br />F 1.98 2.16 0.028 0.03 0.90 0.54 3.75 ----- <br />i <br />Road 1.00 1.20 0.057 0.03 1.04 0.40 3.75 ----- <br />l <br />Road2 1.00 1.20 0.057 0.03 1.04 0.04 3.75 ----- <br />The channel shape for all diversions le triangular with side elope of 2:1, except for proposed diversion <br />E1, which has a trapezoidal shape with a bottom width of five feet and slda elope of 2:1. <br />