Manning equation calculator

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Result

Flow rate5.792 m³/s
Velocity1.609 m/s
Hydraulic radius0.6667 m

Step-by-step solution

Rectangular section

A = b·y = 3.6 m²
P = b + 2y = 5.4 m
R = A/P = 0.6667 m

Manning

V = (1/n)·R2/3·S1/2 = 1.609 m/s
Q = V·A = 5.792 m³/s

Key formulas

Manning equation
V = (1/n)·R2/3·S1/2
Flow rate
Q = A·V
Hydraulic radius
R = A/P (P = wetted perimeter, free surface excluded)
Rectangle
A = b·y, P = b + 2y
Trapezoid (side slope z:1)
A = (b + z·y)·y, P = b + 2y·√(1 + z²)
Circular pipe, full or half full
R = D/4
Required slope
S = (n·Q/(A·R2/3))²

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