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TraDe10idai Channel Analysis 8 Design <br /> Open Channel - Uniform flow <br /> Worksneet Name: SCHOOL SECTION <br /> Comment: CHANNEL CONNECTING 8ASIN1 WITH BASINS 2 6 3 DITCH A) <br /> Solve For Depth <br /> 1 Given Input Data: <br /> Bottom Width..... 10.00 It <br /> Left Side Slope.. 2.00:1 (H:V) <br /> Right Side Slope. 2,00:1 (H:Vi <br /> Manning`s n...... 0.030 <br /> Channel Slope.... 0,0133 ft:'•t <br /> Discharge........ 110.00 cfs <br /> Computed Results: <br /> Dept)............ 1.61 It <br /> Velocity......... 6.58 IDS <br /> Flow Area........ 21.27 sf <br /> Flow Too Width... 16J4 It <br /> Wetted Perimeter. 17.20 It <br /> Critical Depth... 1.63 It <br /> Critical Slope... 0.0128 ftift <br /> Fronde Number.... 1.02 (flow is SUDercritical) <br /> 1 <br /> 1 <br /> Open Channel Flow Module. Version 3.12 (c) 1990 <br /> �aesrad Methods. Inc. ` 37 Brookside Rd ' Waterbury, Ct 06708 <br />