Hydraulics of partially filled Pipes Uniform Flow using Manning's Eqn.

Pipe Shape Rectangular Circular Other
Width Feet Inch Meter
Height or Diameter Feet Inch Meter

Slope %Percent Absolute ft per 1000 1 per X ft

Manning's n
Calculation Steps
Equivalent Circular Diameter Feet Inch Meter

Decimals 0. 0.0 0.00 0.000 0.000 000 0.000 000 000 Plot