Open Channel Flow (mannings equation)

In summary, Open Channel Flow refers to the flow of liquid in a channel that is not completely filled, such as a river or canal. Manning's equation is a widely used method for calculating the flow rate in open channels, taking into account factors such as channel slope, roughness, and depth. This equation has been extensively studied and refined, making it a valuable tool for engineers and researchers in various fields. It has also been adapted for use in computer models for predicting flood levels and designing hydraulic structures. Overall, Manning's equation serves as a fundamental and reliable tool for understanding and managing open channel flow.
  • #1
Stacyg
25
0
A trapezoidal channel with side batters 1:1 and Manning's n value of 0.025 has a bed slope of 0.0045 m/m. When the depth is equal to the bottom width the discharge is 7.5 m^3/s. Calculate the bottom width to the nearest 0.01m.

Using mannings equation

V= 1/n.R^2/3.S^1/2

S=0.0045 n=0.025 Q=7.5

Q=V.A V=Q/A

I don't know where to start I know how to use the equation and we have been shown how to use some graphs for the solution of mannings formula but I'm not sure on using them.
Any help would be great thanks
 
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  • #2
Hey,

I guess you may have found the answers you are looking for. But just in case you are still searching go to http://flowsizer.com" they have a nice clean mannings calculator that will get you the answers to those equations
 
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  • #3


I can provide some guidance on how to solve this problem using Manning's equation. First, let's define the variables in the equation:

V = velocity of the flow (m/s)
n = Manning's roughness coefficient
R = hydraulic radius (m)
S = bed slope (m/m)
Q = discharge (m^3/s)
A = cross-sectional area of the channel (m^2)

We are given the values for S, n, and Q, and we want to find the bottom width (B) of the channel. To do this, we need to rearrange the equation to solve for A:

Q = V*A

A = Q/V

Next, we can substitute in the values for Q and V:

A = 7.5/1.45 = 5.17 m^2

Now, we can use the formula for the cross-sectional area of a trapezoidal channel:

A = (B + z)*z

Where B is the bottom width and z is the depth of flow. Since we are given that the depth is equal to the bottom width, we can rewrite the equation as:

A = (B + B)*B

Simplifying:

A = 2B^2

Now, we can substitute in the value for A that we found earlier and solve for B:

5.17 = 2B^2

B^2 = 2.585

B = 1.61 m

Therefore, the bottom width of the channel is approximately 1.61 m. Keep in mind that this is only an approximation, as the given values may not be exact. To get a more precise answer, you can use the graphs that you mentioned or use a numerical method, such as the Newton-Raphson method, to solve for B. I hope this helps!
 

FAQ: Open Channel Flow (mannings equation)

1. What is the Manning's equation?

The Manning's equation is an empirical formula used to calculate the flow rate of water in an open channel, such as a river, based on the channel geometry, slope, and roughness of the channel surface. It is commonly used in hydraulic engineering and is named after the American engineer Robert Manning.

2. How is Manning's equation used in open channel flow calculations?

Manning's equation is used to determine the flow rate (Q) in an open channel, given the cross-sectional area of the channel (A), the hydraulic radius (R), the slope of the channel (S), and the roughness coefficient (n). The equation is: Q = (1.486/n) * A * R^(2/3) * S^(1/2).

3. What is roughness coefficient in Manning's equation?

The roughness coefficient (n) is a dimensionless value that represents the roughness of the channel surface. It takes into account the roughness caused by vegetation, debris, and irregularities on the channel surface. The higher the value of n, the rougher the channel and the slower the water will flow.

4. What are the units of Manning's equation?

Manning's equation is typically used with units of feet and seconds. The flow rate (Q) is in cubic feet per second (ft3/s), the cross-sectional area (A) is in square feet (ft2), the hydraulic radius (R) is in feet (ft), and the slope (S) is in feet per foot (ft/ft). The roughness coefficient (n) is dimensionless.

5. What are the limitations of Manning's equation?

Manning's equation assumes steady, uniform flow conditions and does not account for changes in flow due to variations in channel geometry or slope. It is also not suitable for highly turbulent flows or for channels with extreme variations in roughness. Additionally, the equation is based on empirical data and may not accurately represent all types of open channel flow.

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