Manning Equation Open Channel Flow Calculator

Find Manning equation discharge Q and velocity V for a rectangular open channel from bottom width, flow depth, roughness, and bed slope.

🏞️ Manning Equation Open Channel Flow Calculator
m
m
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m/m
Discharge (Q)
Velocity (V)
Step-by-step working

🏞️ What is the Manning Equation Open Channel Flow Calculator?

This Manning equation calculator finds the discharge (flow rate) and velocity of water flowing through a rectangular open channel, such as an irrigation canal, drainage ditch, or roadside gutter, using only the channel's geometry, surface roughness, and bed slope. Enter the bottom width, flow depth, Manning's roughness coefficient n, and bed slope, and it returns velocity V and discharge Q along with the intermediate area, wetted perimeter, and hydraulic radius.

Civil and irrigation engineers use the Manning equation to size drainage channels for a target storm flow, verify that an existing irrigation canal can deliver a required discharge, design roadside ditches that safely carry runoff without overtopping, and check that a culvert or channel section will not flood during a design storm event. It is also a standard exercise in every introductory hydraulics and fluid mechanics course.

A common misconception is that the Manning equation requires you to already know the flow velocity or discharge, when in fact it computes both directly from geometry and roughness alone, no upstream measurement is needed. Another common mix-up is applying a Manning's n value for the wrong surface condition, since a channel that starts as smooth concrete can develop a much higher effective roughness once algae, sediment, or debris accumulate.

This calculator is useful because manually computing area, wetted perimeter, hydraulic radius, and then raising R to the two-thirds power is tedious and error-prone by hand. It also plots discharge against flow depth so you can immediately see how sensitive your channel's capacity is to depth changes, useful for flood-risk and freeboard checks.

📐 Formula

V  =  (1/n) · R2/3 · S1/2
n = Manning's roughness coefficient (dimensionless)
R = hydraulic radius = A / P (metres)
S = channel bed slope (dimensionless, m/m)
A  =  b·h     P  =  b + 2h     Q  =  V·A
A = cross-sectional flow area (rectangular channel)
P = wetted perimeter (bottom plus both side walls in contact with water)
Q = discharge (m³/s)
Example: b=3 m, h=1.2 m, n=0.013, S=0.001: A=3.6 m², P=5.4 m, R=0.6667 m, V=1.8564 m/s, Q=6.6829 m³/s.

📊 Typical Manning's Roughness Coefficients

Manning's n depends on channel surface material and condition. Use these typical values, from standard open-channel hydraulics references, as a starting point; always favor a higher value when in doubt.

Channel materialTypical Manning's n
Finished concrete0.012
Unfinished concrete0.017
Brick0.015
Earth, clean, straight0.022
Earth, with weeds and stones0.030
Natural stream, clean and straight0.035
Natural stream, weedy with pools0.070

📖 How to Use This Calculator

Steps

1
Enter the channel bottom width and flow depth, in metres, for a rectangular channel cross-section.
2
Enter Manning's roughness coefficient n, looking up a value for your channel material, or using the reference table above.
3
Enter the channel bed slope S, as a dimensionless ratio, such as 0.001 for a 1-in-1000 slope.
4
Read the discharge and velocity, shown in cubic metres per second and metres per second, plus the discharge-versus-depth chart.

💡 Example Calculations

Example 1 - Concrete irrigation channel

1
b=3 m, h=1.2 m, n=0.013 (finished concrete), S=0.001: A=3.6 m², P=5.4 m, R=0.6667 m
2
V = (1/0.013) × 0.66672/3 × 0.0011/2 = 1.8564 m/s
3
Q = V × A = 1.8564 × 3.6 = 6.6829 m³/s
Velocity = 1.8564 m/s, Discharge = 6.6829 m³/s
Try this example →

Example 2 - Earthen drainage channel

1
b=2 m, h=0.8 m, n=0.025 (earth, clean), S=0.0008: A=1.6 m², P=3.6 m, R=0.4444 m
2
V = (1/0.025) × 0.44442/3 × 0.00081/2 = 0.6589 m/s
3
Q = V × A = 0.6589 × 1.6 = 1.0542 m³/s
Velocity = 0.6589 m/s, Discharge = 1.0542 m³/s
Try this example →

Example 3 - Small roadside ditch

1
b=1 m, h=0.4 m, n=0.03, S=0.002: A=0.4 m², P=1.8 m, R=0.2222 m
2
V = (1/0.03) × 0.22222/3 × 0.0021/2 = 0.5469 m/s
3
Q = V × A = 0.5469 × 0.4 = 0.2188 m³/s
Velocity = 0.5469 m/s, Discharge = 0.2188 m³/s
Try this example →

❓ Frequently Asked Questions

What is the Manning equation used for?+
The Manning equation calculates the average velocity and discharge of water flowing under gravity through an open channel, such as an irrigation canal, drainage ditch, or natural stream, based only on the channel's shape, roughness, and slope.
What is the formula for the Manning equation?+
V = (1/n) x R^(2/3) x S^(1/2), where V is velocity, n is Manning's roughness coefficient, R is the hydraulic radius (A/P), and S is the channel bed slope. Discharge is then Q = V x A.
What is Manning's roughness coefficient n?+
Manning's n is an empirical, dimensionless coefficient representing how much a channel's surface resists flow. Smooth finished concrete has a low n around 0.012 to 0.013, while a weedy earth channel can have n as high as 0.030 to 0.035, more than double, which more than doubles the resistance to flow for the same geometry and slope.
What is hydraulic radius and how is it calculated?+
Hydraulic radius R is the cross-sectional flow area A divided by the wetted perimeter P, the length of channel boundary in contact with the water. For a rectangular channel of bottom width b and depth h, A = b x h and P = b + 2h, so R = bh / (b + 2h).
Does this calculator work for trapezoidal or circular channels?+
No, this calculator is scoped specifically to rectangular open channels for clarity and accuracy. Trapezoidal, circular, and other cross-sections use the same Manning velocity formula but with different area and wetted-perimeter formulas for A, P, and R.
Why does channel slope matter so much for discharge?+
Discharge is proportional to the square root of slope S, so a channel with 4 times the bed slope carries only twice the discharge for the same geometry and roughness, not 4 times. Slope has a much weaker effect on discharge than channel width or depth, which enter through the cross-sectional area A directly.
What is normal depth in open channel flow?+
Normal depth is the flow depth at which the channel carries a given discharge in steady, uniform flow, meaning the water surface is parallel to the channel bed. The Manning equation directly computes discharge from a known depth, or can be solved iteratively in reverse to find the normal depth for a target discharge.
How accurate is the Manning equation in practice?+
The Manning equation is empirical and typically accurate to within about 10 to 15 percent for well-maintained channels with a correctly chosen roughness coefficient. Accuracy drops for channels with significant vegetation, sediment deposits, ice cover, or non-uniform cross-sections, where n should be adjusted upward or a more detailed hydraulic model used.
What units does the Manning equation use?+
This calculator uses SI units throughout: metres for width and depth, dimensionless for n and slope, giving velocity in m/s and discharge in m3/s. In imperial units, the formula requires an additional conversion factor of 1.49 in front of the equation because Manning's n is dimensionally inconsistent between unit systems.
How do I choose the right Manning's n for my channel?+
Match your channel surface to a published reference table, finished concrete uses about 0.012 to 0.014, unfinished concrete about 0.014 to 0.017, clean earth about 0.018 to 0.025, and earth with weeds or stones about 0.025 to 0.035. When in doubt, use a higher value, overestimating n underestimates capacity, which is the safer engineering assumption.
Why does a wider channel not always carry proportionally more discharge?+
Widening a channel increases area A directly, which increases discharge, but it also increases the wetted perimeter P, which lowers the hydraulic radius R and therefore the velocity V. Because velocity depends on R raised to the two-thirds power, very wide, shallow channels can actually carry less discharge than a narrower, deeper channel with the same cross-sectional area.

What is the Manning equation used for?

The Manning equation calculates the average velocity and discharge (flow rate) of water flowing under gravity through an open channel, such as an irrigation canal, drainage ditch, or natural stream, based only on the channel's shape, roughness, and slope.

What is the formula for the Manning equation?

V = (1/n) x R^(2/3) x S^(1/2), where V is velocity, n is Manning's roughness coefficient, R is the hydraulic radius (A/P), and S is the channel bed slope. Discharge is then Q = V x A.

What is Manning's roughness coefficient n?

Manning's n is an empirical, dimensionless coefficient that represents how much a channel's surface resists flow. Smooth finished concrete has a low n around 0.012 to 0.013, while a weedy earth channel can have n as high as 0.030 to 0.035, more than double, which more than doubles the resistance to flow for the same geometry and slope.

What is hydraulic radius and how is it calculated?

Hydraulic radius R is the cross-sectional flow area A divided by the wetted perimeter P, the length of channel boundary in contact with the water. For a rectangular channel of bottom width b and depth h, A = b x h and P = b + 2h, so R = bh / (b + 2h).

Does this calculator work for trapezoidal or circular channels?

No, this calculator is scoped specifically to rectangular open channels for clarity and accuracy. Trapezoidal, circular, and other cross-sections use the same Manning velocity formula but with different area and wetted-perimeter formulas for A, P, and R.

Why does channel slope matter so much for discharge?

Discharge is proportional to the square root of slope S, so a channel with 4 times the bed slope carries only twice the discharge for the same geometry and roughness, not 4 times. Slope has a much weaker effect on discharge than channel width or depth, which enter through the cross-sectional area A directly.

What is normal depth in open channel flow?

Normal depth is the flow depth at which the channel carries a given discharge in steady, uniform flow, meaning the water surface is parallel to the channel bed. The Manning equation directly computes discharge from a known depth, or can be solved iteratively in reverse to find the normal depth for a target discharge.

How accurate is the Manning equation in practice?

The Manning equation is empirical and typically accurate to within about 10 to 15 percent for well-maintained channels with a correctly chosen roughness coefficient. Accuracy drops for channels with significant vegetation, sediment deposits, ice cover, or non-uniform cross-sections, where n should be adjusted upward or a more detailed hydraulic model used.

What units does the Manning equation use?

This calculator uses SI units throughout: metres for width and depth, dimensionless for n and slope, giving velocity in m/s and discharge in m3/s. In imperial units, the formula requires an additional conversion factor of 1.49 in front of the equation because Manning's n is dimensionally inconsistent between unit systems.

How do I choose the right Manning's n for my channel?

Match your channel surface to a published reference table, finished concrete uses about 0.012 to 0.014, unfinished concrete about 0.014 to 0.017, clean earth about 0.018 to 0.025, and earth with weeds or stones about 0.025 to 0.035. When in doubt, use a higher value, overestimating n underestimates capacity, which is the safer engineering assumption.