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Workshoot for Triangular Channel - 2 <br />Prolac:t Deeatption <br />Flow Element <br />Friction Method <br />Solve For <br />Triangular Channel <br />Manning Formula <br />Normal Depth <br />Input Data <br />Roughness Coefficient 0.035 <br />Channel Slope 0 12000 ft/ft <br />Left Side Slope 3 00 ft/ft (H V) <br />Right Side Slope 3 00 ft/ft (H V) <br />Discharge 2 44 ft /s <br />Results <br />Normal Depth 0 41 ft <br />Flow Area 0 50 ft' <br />Wetted Perimeter 2 57 ft <br />op vviatn t 44 rt <br />Critical Depth 0 53 ft <br />Critical Slope 0 02985 ft/ft <br />Velocity 4 91 ft/s <br />Velocity Head 0 37 ft <br />Specific Energy 0 78 ft <br />Froude Number 1 92 <br />Flow Type Supercritical <br />GVF Input Data <br />Downstream Depth 0 00 <br />Length 0 00 <br />Number Of Steps 0 <br />GVF Output Data <br />Upstream Depth 0 00 ft <br />Profile Description N/A <br />Profile Headloss 0 00 ft <br />Downstream Velocity 0 00 ft/s <br />Upstream Velocity 0 00 ft/8 <br />Normal Depth 0 41 ft <br />Critical Depth 0 53 ft <br />Channel Slope 0 12000 ft/ft <br />Critical Slope 0 02985 ft/ft <br />ESWMP-26 <br />ft <br />ft <br />