Hydraulic radius is the single geometric number that open-channel and pipe-flow formulas โ€” most famously Manning's equation โ€” use to capture how a cross-section's shape affects friction and flow capacity. This calculator computes Rh = A/P for the three most common channel shapes, lets you compare shapes side by side, and can work backward from a known area and wetted perimeter.

How the Hydraulic Radius Calculator works

Hydraulic radius is a ratio: flow area A divided by wetted perimeter P. A bigger Rh means a cross-section carries more flow area for each unit of boundary that generates friction โ€” which is why a full circular pipe (Rh = D/4) and a wide, shallow rectangular channel behave very differently even at the same flow area. This calculator applies the correct A and P formulas for rectangular, full-circular, and trapezoidal cross-sections, then divides to get Rh. For a full pipe, no other calculation is even needed โ€” Rh reduces algebraically to exactly one quarter of the diameter.

Inputs and what they mean

Bottom width (b) and flow depth (y) describe the channel's footprint at the waterline; diameter (D) is used only for the full-pipe case. Side slope (z) applies to trapezoidal channels and expresses how far the bank runs horizontally for every unit it rises vertically โ€” a z of 1.5 means the bank runs 1.5 m sideways for every 1 m of depth. Setting z to 0 turns a trapezoidal channel into a rectangular one with identical results, which is a useful way to sanity-check the trapezoid formula against the simpler rectangular one.

Limits and edge cases

This calculator assumes a partially or completely full, prismatic (constant cross-section) channel or pipe with no irregular bottom, vegetation, or obstructions โ€” real wetted perimeters can be higher when the channel bed is rough or irregular. The full-pipe circular case only applies when the pipe is running 100% full; a partially full circular pipe has a different, more involved area-and-perimeter formula not covered here. Hydraulic radius itself doesn't predict flow velocity or capacity on its own โ€” it's an input to Manning's or Chezy's equation, which also needs a roughness coefficient and channel slope.