Open Channel Flow — 3D

Geometry, Manning uniform flow, velocity distribution & Froude number

Channel shape

Geometry

Flow

Uniform flow (Manning)

In SI units, : Manning n is the inverse of the Strickler coefficient.

Flow calculator

Uses continuity to relate discharge, velocity and area. Enter the other known values with the controls above.

Show

Worked examples

Aha demo: press Example 3 (waves), switch to the Plan view and watch the ripples: their leading edge fights upstream at c − V = 2.93 m/s — downstream can send "news" upstream, so the flow is downstream-controlled. Now slide V up past c = 4.43 m/s: the circles fold into a Froude wedge of half-angle sin θ = 1/Fr — the open-channel Mach cone. No information travels upstream any more: the flow has gone supercritical.

Geometry elements

Flow area A
Wetted perimeter P
Hydraulic radius R = A/P
Top width T
Hydraulic depth D = A/T

Velocity distribution (checks itself)

Surface velocity uₛ
∫u dA ÷ (V·A)
β = ∫u²dA / V²A
α = ∫u³dA / V³A

Flow & regime

Discharge Q = V·A
Reynolds Re = VR/ν
Wave celerity c = √(gD)
Wave speed downstream V+c
Wave speed upstream V−c
Froude number Fr = V/√(gD)
Froude wedge ½-angle θ
SUBCRITICAL

Uniform-flow reference

Normal depth yn (Manning)
Critical depth yc (Fr = 1)
Critical slope Sc
Friction slope Sf at yn
Bed shear τ0 at yn
Gravity drive per metre
Friction resistance per metre
Uniform-flow force balance
MANNING REFERENCE
The normal-depth reference uses the current discharge, bed slope and roughness. Critical depth depends on discharge and geometry only. At normal depth, the force-balance ratio is one.
Water body and channel are drawn to true scale (no exaggeration). The translucent water-surface layer carries the surface shimmer and drift particles; flow regime is shown in the Flow & regime panel. Ripple speeds are exact — radius grows at c while the centre is carried at V; ripple amplitude and the faint surface shimmer are cosmetic. α, β above are computed by numerical integration of the chosen profile — for the linear profile they return the classic linear-profile values α = 2, β = 4/3 exactly.