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E <br />E <br />Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: North County LF <br />Comment: South Perimeter Ditch - B6 <br />Solve For Depth <br />Given Input Data: <br />Bottom Width ..... <br />Left Side Slope.. <br />Right Side Slope. <br />Manning's n ...... <br />Channel Slope.... <br />Discharge ........ <br />Computed Results: <br />Depth ............ <br />Velocity ......... <br />Flow Area ........ <br />Flow Top Width ... <br />Wetted Perimeter. <br />Critical Depth ... <br />Critical Slope ... <br />Froude Number .... <br />12.00 ft <br />3.00:1 (H:V) <br />3.00:1 (H:V) <br />0.030 <br />0.0030 ft/ft <br />9.00 cfs <br />0.45 <br />ft <br />1.49 <br />fps <br />6.04 <br />sf <br />14.71 <br />ft <br />14.86 <br />ft <br />0.25 <br />ft <br />0.0213 ft/ft <br />0.41 <br />(flow is Subcritical) <br />Open Channel Flow Module, Version 3.21 (c) 1990 <br />Haes.tad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06,708 <br />