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Open Channel Flow Calculator

Calculate flow rate in open channels with Manning’s equation from roughness, area, radius, and slope.

Channel flow rate
1.532 m³/s
Manning's equation: Q = (1/n) · A · R^(2/3) · √S, where R = cross-sectional area ÷ wetted perimeter and S is the bed slope.
Flow rate (L/s)
1,532.4
Flow rate (m³/h)
5,516.6
Mean velocity
1.532 m/s

How it works

  1. 1Select the channel surface material to set Manning’s roughness coefficient n.
  2. 2Enter the cross-sectional flow area A (m²), hydraulic radius R (m), and bed slope S (m/m).
  3. 3The calculator applies Q = (1/n)·A·R^(2/3)·√S and shows discharge in m³/s, L/s, m³/h, and mean velocity.

Use cases

  • Sizing irrigation canals and drainage ditches for a target flow.
  • Checking a stream section can carry a design flood without overflowing.
  • Validating storm-sewer and culvert capacity during drainage design.

Frequently asked questions

What is Manning’s n and why does it matter?

It is a dimensionless roughness coefficient. Smooth concrete (n ≈ 0.013) carries more flow than a weedy earth channel (n ≈ 0.030); since the formula divides by n, small changes have a large effect on Q.

How do I find the hydraulic radius R?

R = A ÷ P, where A is the wetted area and P the wetted perimeter. For a wide rectangular channel of width w and depth d, R ≈ w·d / (w + 2d).

Worked example: A = 2 m², R = 0.6 m, S = 0.002, smooth concrete?

Q = (1/0.013)·2·0.6^(2/3)·√0.002 ≈ 4.89 m³/s. Manning’s equation assumes steady, uniform, turbulent flow — verify design work with a hydraulic engineer.

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