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.