Parameters
e.g. 0.001 = 1 m drop per 1000 m.
Results
Wetted area A
0m²
Wetted perimeter P
0m
Hydraulic radius R
0m
Velocity V
0m/s
Flow rate Q
0m³/s
0 L/s
Estimate the flow rate Q in m³/s of a channel or river reach using the Manning formula. Pick the section geometry, enter the dimensions, and you'll get the area, hydraulic radius, velocity, and flow rate.