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Manning's Equation Open Channel Flow Calculator

Manning’s equation is the global engineering standard for open channel gravity flow in flumes, canals, and culverts.

Width of the rectangular channel in meters.

Vertical depth of liquid flow in meters.

Channel longitudinal bed slope gradient (e.g. 0.002 = 0.2%).

Roughness factor (Concrete: 0.013, Corrugated metal: 0.024, Natural stream: 0.035).

Calculated Result
3.2056 m³/s

Discharge Flow Rate (Q)

Discharge Flow Rate (Q)

3.2056 m³/s

Mean Velocity (v)

2.003 m/s

Flow Cross-Section (A)

1.6 m²

Hydraulic Radius (Rh)

0.4444 m

Froude Number (Fr)

0.715

Flow Regime

Subcritical (Tranquil)

Calculation Breakdown

  1. Flow AreaA = b × y = 2 × 0.8 = 1.6 m²
  2. Wetted PerimeterP = b + 2y = 2 + 2(0.8) = 3.6 m
  3. Hydraulic RadiusR_h = A / P = 1.6 / 3.6 = 0.4444 m
  4. Flow Velocityv = (k / n) × R_h^(2/3) × √S = 2.003 m/s
  5. Total DischargeQ = v × A = 3.2056 m³/s

Flow Rate vs Water Depth (b = 2.0m, S = 0.002, n = 0.013)

Interactive visualization based on your current inputs

Q (m³/s)
0.01.02.13.14.20.2 m0.4 m0.6 m0.8 m1.0 mDepth (m)Discharge (m³/s)

What Is the Manning's Equation Open Channel Flow Calculator?

Manning’s equation was developed by Robert Manning in 1889 for uniform gravity-driven water flow in open channels.

How Does the Manning's Equation Open Channel Flow Calculator Work?

Gravitational driving force along channel slope is balanced by viscous boundary wall friction along the wetted perimeter.

Manning's Equation Open Channel Flow Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

Q = \frac{1}{n} A R_h^{2/3} S^{1/2}, \quad v = \frac{1}{n} R_h^{2/3} S^{1/2}, \quad Fr = \frac{v}{\sqrt{g y}}

Discharge Q equals flow area A times velocity, where velocity depends on hydraulic radius Rh and slope S.

How to Use the Manning's Equation Open Channel Flow Calculator

  1. Enter channel base width and water depth.
  2. Input longitudinal channel bed slope S.
  3. Specify Manning roughness coefficient n.

Step-by-Step Example Calculation

Concrete Storm Canal

Input Values:

channelWidth:2.0
flowDepth:0.8
channelSlope:0.002
manningN:0.013
Worked Steps: In a 2m wide channel with 0.8m depth, flow velocity is 1.90 m/s delivering 3.04 m³/s discharge in tranquil subcritical flow (Fr = 0.678).

Understanding Your Result

Discharge Flow Rate (Q): Total volume flowing per second.

Velocity: Average cross-sectional fluid speed.

Regime: Froude number classification.

Factors That Affect the Result

  • Channel roughness, bottom bed slope, and hydraulic radius.

When Should You Use This Calculator?

  • Stormwater flume sizing, irrigation canal design, river flood routing, and road culvert capacity evaluation.

Assumptions & Limitations

  • Assumes steady, uniform, prismatic rectangular open channel flow.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard open channel hydraulic formulation with exact arithmetic.

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