โ† Civil Site Development Studio
๐ŸŒŠ

Open Channel Flow Profile Simulator

Manning normal depth ยท Critical depth ยท Froude-number flow regime in a trapezoidal channel

๐ŸŸข
Subcritical Flow โ€” Mild Slope
Subcritical flow (Fr<1) โ€” Froude = 0.635. Flow is deep and slow; disturbances propagate upstream. Normal depth exceeds critical depth (yn > yc).

๐ŸŒŠ Flow & Channel Inputs

Discharge Q100 cfs
Bottom width b8 ft
Side slope z (z:1 H:V)2:1
Manning's n0.03
Longitudinal slope S0.005 ft/ft

๐Ÿ“Š Results

Normal depth (yn)1.936 ft
Critical depth (yc)1.486 ft
Velocity at yn4.35 ft/s
Froude number (Fr)0.635
Flow area (A)22.98 ftยฒ
Top width (T)15.74 ft
Hydraulic depth (Dh)1.46 ft
Flow regimeSubcritical (mild)
Method:Normal depth solves Manning's equation Q = (1.49/n)ยทAยทR^(2/3)ยทโˆšS by bisection. Critical depth solves Qยฒ/g = Aยณ/T. The Froude number Fr = V/โˆš(gยทA/T) classifies the regime: Fr<1 subcritical, Fr>1 supercritical, Frโ‰ˆ1 critical.
Channel Cross-Section ยท Water at Normal Depth
yn = 1.94 ftyc = 1.49 ftb = 8 ftTrapezoidal section ยท side slope 2:1 (H:V)
Normal depth (yn) water surface
Critical depth (yc)