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Worksheet for Trapezoidal Channel • 1 <br />Project Description <br />Flow Element <br />Fnction Method <br />Solve For <br />Input Data <br />Roughness Coefficient 0 035 <br />Channel Slope 0 05000 <br />Left Side Slope 3 00 <br />Right Side Slope 3 00 <br />Bottom Width 1 00 <br />Discharge 7 50 <br />Results <br />Normal Depth 0 59 <br />Flow Area 1 61 <br />Wetted Perimeter 4 70 <br />i up VViatn 4 0 I <br />Critical Depth 0 68 <br />Critical Slope 0 02548 <br />Velocity 4 bb <br />Velocity Head 0 34 <br />Specific Energy 0 92 <br />Froude Number 1 37 <br />flow Type Supercritical <br />OVF Input Data <br />Downstream Depth 0 00 <br />Length 0 00 <br />Number Of Steps 0 <br />Trapezoidal Channel <br />Manning Formula <br />Normal Depth <br />OVF Output Data <br />Upstream Depth 0 00 ft <br />Profile Description N/A <br />Headloss 0 00 ft <br />Downstream Velocity 0 00 ft/s <br />Upstream Velocity 0 00 ft/s <br />Normal Depth 0 59 ft <br />Critical Depth 0 68 ft <br />Channel Slope 0 05000 ft/ft <br />ESWMP -34 <br />ft/ft <br />ft/ft (Ft V) <br />tt/tt (H V <br />ft <br />ft' /s <br />ft <br />ft' <br />ft <br />it <br />ft <br />ft/ft <br />TVs <br />ft <br />ft <br />ft <br />ft <br />