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Today, we'll begin by understanding the differences between turbulent flow in smooth versus rough pipes. Who can tell me what characterized rough surfaces?
Rough surfaces have irregularities that affect how fluid flows over them.
Exactly! These irregularities influence the velocity distribution in the pipe. Can anyone name the factors that affect turbulent flow?
The diameter of the pipe and the roughness height.
Right again! The roughness height, or average height of roughness, plays a pivotal role. Let's remember it using the acronym 'RH' - for Rough Height.
Now, let’s dive into some equations. The velocity can be expressed in terms of the average height of roughness and the logarithmic profile we've discussed before. Who remembers what that looks like?
Is it something like u/u star equals a logarithmic function?
Exactly, good recall! Remember, we denote rough surfaces with kappa, and we have specific log equations for both smooth and rough pipes. Let's write down the rough pipe equation as well.
Could you explain how we use these equations to find average height?
Great question! We can analyze velocity differences at specific distances from the wall, leading us to the average height of roughness. Let's note that down.
Let's tackle our example problem: determining the average height of roughness for a rough pipe. We have a diameter and velocity given at two points.
How do we start?
First, identify the data points. What are the measurements we need to remember?
The diameter is 10 centimeters, and the velocity at 4 centimeters is 40% more than at 1 centimeter.
Brilliant! Now we write down our variables. This clarity helps in applying the equations correctly. By substituting values into the logarithmic equation, we can resolve for k!
To wrap up today's sessions, can anyone summarize why understanding average height of roughness is important in hydraulic design?
It affects the flow velocity and energy loss in pipes, which is crucial for design purposes.
Exactly, well summarized! And remember the acronym RH? Keep that in mind when you encounter roughness parameters in your future studies. It’s essential for predicting flow behavior.
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In this section, we explore the concept of roughness in pipes and how to calculate the average height of roughness based on given velocity measurements. The discussions draw on equations related to turbulent flow, providing a practical problem to enhance understanding.
In hydraulic engineering, understanding the flow characteristics within pipes, especially the difference between smooth and rough surfaces, is crucial. This section elaborates on the turbulent flow in rough pipes and presents a practical problem involving the determination of the average height of roughness. By applying the relevant equations and ratios derived from experimental data, we calculate how the roughness affects the velocity profile of fluid flow. The average height of roughness is vital for accurate predictions in hydraulic systems, impacting various applications in civil engineering.
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Now, we have to see equation 23. So, actually this is valid for rough surface as well because all the approximation that we did was on this y dash. For rough pipes Nikuradse obtained the value of y prime as k/30.
This section explains that the previous equations (particularly equation 23) can also apply to rough surfaces. Here, the concept of 'y prime' is introduced as a measurement related to roughness, which is expressed as k divided by 30, where k represents the roughness height. This relationship helps in determining how turbulent flow behaves differently on rough surfaces compared to smooth ones.
Imagine sliding down a playground slide. If the slide is smooth, you can go down quickly and straight. If the slide has bumps and dips (like a rough surface), you will move slower and may veer off course a bit. Similarly, the roughness of a pipe affects how fluid flows within it.
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Given is, D is equal to 10 centimeters or 10 into 10 to the power minus 2 meters or 0.1 meter. It is given, u at y is equal to 4 centimeters or 4 is equal to 1.4 times u at y is equal to 1 and the surface is rough.
In this part, specific values necessary for calculations to find the average height of roughness are listed: the diameter of the rough pipe is 10 cm, which converts to 0.1 meters. It also states that the fluid velocity at a point 4 cm away from the wall is 40% more than that at a point 1 cm from the wall, indicating it's essential to understand how velocity differs at various distances from the pipe’s surface.
Consider a water slide again; the 'D' represents the diameter of the slide (10 cm) where the water flows. Two different points on the slide are discussed (1 cm and 4 cm away from the wall), and their speeds show how the friction (roughness) affects how fast kids will slide down. The closer they are to the edge, the slower they might go due to more turbulence.
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We can therefore, from our equations we can write, u at y is equal to 4 by u star can be written as, 1.4 u at y is equal to 1 and divided by u star.
This section starts forming equations from the given data. It states that for certain distances from the wall (at y=4 cm), the velocity of the fluid (u) can be expressed as a function of the velocity at a shorter distance (at y=1 cm). By relating these velocities, we can derive further equations needed to calculate roughness.
Think of measuring how fast water flows at different spots along a trench. By knowing how fast it flows at one location (1 cm from the edge), you can estimate how fast it flows at another location (4 cm from the edge) by considering factors like slope and resistance, similar to how we use 'u star' in our equations.
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And therefore, log 1 by k is equal to 0.027, which implies, 1 by k is equal to 1.064 per centimeter, which implies, k is equal to 0.9399 centimeter.
This is the conclusion of the calculation. By solving the equations, we find the value of 'k', which is the average height of roughness in centimeters. This value clarifies how textured the interior of the pipe is, which significantly influences fluid flow characteristics.
Imagine trying to guess how bumpy a road is. By measuring how fast cars go over bumps (using our equations to relate speeds at different points), we can deduce the average bump height (k). A smoother road has lower bump profiles, while a rough road has higher averages.
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Key Concepts
Turbulent Flow: A complex flow regime characterized by irregular fluctuations and mixing.
Roughness Height: The average height of rough surface features in a pipe, impacting fluid velocity.
Logarithmic Profiles: Mathematical descriptions of how fluid velocity changes with distance from the wall.
See how the concepts apply in real-world scenarios to understand their practical implications.
For a rough pipe with a diameter of 10 cm and a velocity condition where the flow at 4 cm from the wall is 40% more than at 1 cm from the wall, the average height of roughness can be derived using the appropriate velocity equations.
In practical applications, calculating roughness is essential for designing efficient pipelines for water supply systems.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
When the surface is rough, the flow may be tough; with kappa in sight, consider it right.
Imagine a water slide, smooth and straight, where the water flows easily, but add bumps and create a rough surface, and you see splashes—this represents how roughness influences flow.
R-H-Flow: Remember Roughness Height affects Flow characteristics.
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Review the Definitions for terms.
Term: Average Height of Roughness
Definition:
The mean measurement of surface irregularities in a rough pipe, which influences fluid flow characteristics.
Term: Turbulent Flow
Definition:
A type of fluid flow characterized by chaotic changes in pressure and flow velocity.
Term: Logarithmic Velocity Profile
Definition:
A mathematical representation of fluid velocity distribution in relation to the distance from the pipe wall.
Term: Reynolds Number
Definition:
A dimensionless number that helps predict flow patterns in different fluid flow situations.