Inputs
Results
| Flow Rate, Q | — |
| Mean Velocity, V | — |
| Flow Area, A | — |
| Wetted Perimeter, P | — |
| Hydraulic Radius, R | — |
| Top Width, T | — |
| Froude Number, Fr | — |
| Critical Depth, yₐ | — |
| Specific Energy, E | — |
A = (b + z·y)·y P = b + 2y√(1+z²) R = A/P
Fr = V / √(g·A/T), g = 32.174 ft/s² E = y + V²/2g
About this calculator
This calculator solves Manning's equation in US customary units using the 1.486 conversion factor: Q = (1.486/n) · A · R^(2/3) · S₀^(1/2). It handles trapezoidal channel sections, which also cover rectangular channels (side slope z = 0) and triangular channels (bottom width b = 0).
Normal depth and critical depth are solved iteratively by bisection. Critical depth satisfies Q²T / (gA³) = 1 with g = 32.174 ft/s². The Froude number classifies the flow regime: Fr < 1 is subcritical (tranquil), Fr > 1 is supercritical (rapid). A velocity warning appears above 15 ft/s, where erosion and scour protection typically need attention.
Typical uses: roadside ditch and swale sizing, channel capacity checks, storm conveyance design, and verifying Civil 3D grading designs by hand. Results are for preliminary design — verify against your jurisdiction's drainage criteria.
Equations and methodology referenced from Firgelli Engineering Calculators — Open Channel Flow.