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For a given head loss per unit length, what effect on the flowrate does doubling the pipe diameter have if the flow is (a) laminar, or (b) completely turbulent?

Short Answer

Expert verified
Doubling the pipe diameter increases the flowrate 16 times in laminar flow and approximately doubles the flowrate in completely turbulent flow.

Step by step solution

01

Laminar Flow Case

In a laminar flow, the flowrate Q, pipe diameter D, and head loss hL are related by the Hagen-Poiseuille equation: \( Q = \frac{πD^4hL}{128μL} \), where μ is the dynamic viscosity and L is the length of the pipe. According to the problem, the head loss per unit length is constant meaning \( hL/L \) is constant. So if the diameter is doubled, the flowrate increases by a factor of 16, since \( Q \propto D^4 \). Thus, the new flow rate \( Q' = 16Q \).
02

Turbulent Flow Case

For completely turbulent flow, the Darcy-Weisbach equation is often used to relate flowrate Q, diameter D, and head loss hL: \( hL = \frac{fLQ^2}{gD^5} \), where f is the friction factor, L is the length of the pipe, and g is the gravitational acceleration. Since the head loss per unit length, \( hL/L \), is constant and f is assumed constant in fully developed turbulent flow for a given roughness, if we double the diameter, the flowrate will approximately double, as the relationship would be practically \( Q \propto D \). Hence, the new flow rate \( Q'≈2Q \).

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Laminar Flow
In fluid mechanics, when you hear the term "laminar flow," think of a peaceful, orderly fluid movement. This type of flow happens when a fluid moves in smooth layers or paths, with each layer gliding past the adjacent ones without mixing. Imagine how honey slowly pours out from a bottle—the flow is predictable and steady.
Understanding laminar flow is crucial because it offers easier calculations for predicting fluid movement. Key factors influencing laminar flow include:
  • Low velocity: The fluid moves gently and in a stable manner.
  • Low viscosity: A thicker fluid like honey flows more orderly compared to water.
  • Smooth conduit: Any roughness in the conduit can disrupt this calmness.
The Hagen-Poiseuille equation (which we'll dive into later) is central to calculating flow rates under laminar conditions. An interesting aspect is how sensitive the flow is to changes; small adjustments in pipe diameter, for example, can lead to significant changes in flow rate due to the fourth-power relationship in the formula. So, doubling the diameter can ramp up the flow rate by a factor of sixteen, showcasing the delicate balance of laminar flow.
Turbulent Flow
Turbulent flow is the opposite of laminar flow. It's chaotic and unpredictable, much like how a fast river moves after heavy rain. In this type of flow, swirling eddies and vortices dominate, leading to a more erratic movement of the fluid.
Turbulent flow tends to occur at higher velocities or in more complex pipeline systems. The primary characteristics of turbulent flow are:
  • High velocity: Faster movement leads to greater turbulence.
  • Greater mixing: The fluid particles don't follow smooth paths; instead, they swirl together.
  • Irregular path: This makes prediction and calculation more complex.
Despite the chaotic nature of turbulent flow, the Darcy-Weisbach equation helps us calculate head loss in pipes under these conditions. Interestingly, when we consider doubling the pipe diameter in a turbulent flow scenario, the flow rate typically doubles because the relationship between the diameter and flow rate is almost linear. Understanding this helps in designing efficient pipeline systems and minimizing energy loss.
Hagen-Poiseuille Equation
The Hagen-Poiseuille equation is a foundational formula in fluid mechanics that specifically applies to laminar flow. Its significance lies in predicting the flow rate of a viscous fluid through a cylindrical pipe: \( Q = \frac{\pi D^4hL}{128\mu L} \).
The formula shows that the flow rate \( Q \) depends on the:
  • Fourth power of the diameter \( D \), indicating the sensitivity to changes in diameter.
  • Pressure gradient, depicted as the head loss \( hL \).
  • Viscosity \( \mu \), the fluid's thickness, affecting how easily it flows.
  • Length of the pipe \( L \), with longer pipes offering more resistance.
What makes the Hagen-Poiseuille equation fascinating is its demonstration of how small changes in diameter have a large impact on flow rate. Doubling the diameter ramps up the flow rate by sixteen times, due to the \( D^4 \) relationship, making this equation essential for designing systems where laminar flow is desired.
Darcy-Weisbach Equation
For turbulent flow, the Darcy-Weisbach equation is the go-to formula for determining pressure loss along a pipe. It encompasses the effects of pipe diameter, flow rate, and turbulence: \( hL = \frac{fLQ^2}{gD^5} \), where:
  • \( f \) is the friction factor, often derived through experience for different materials and conditions.
  • \( L \) is the length of the pipe, reflecting the resistance to flow.
  • \( Q \) indicates the flow rate, squared in the formula, showing its significance.
  • \( g \) is the gravitational acceleration, providing a constant for the equation's calculations.
  • \( D \) is the diameter, influencing the relationship as \( D^5 \), but less prominently than in laminar flow.
This equation illustrates the complexity of calculating flow in turbulent conditions. When it comes to diameter modifications—like doubling the diameter in turbulent conditions—the equation suggests the flow rate approximately doubles. Thus, the Darcy-Weisbach equation plays a critical role in engineering efficient piping systems, considering the losses due to turbulence.

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Most popular questions from this chapter

The wall shear stress in a fully developed flow portion of a 12-in.-diameler pipe carrying water is 1.85 Ib/ft? Determine the pressure gracient, \(\partial p / \partial x,\) where \(x\) is in the flow direction, if the pipe is (a) horizontal, (b) vertical with flow up, or (c) vertical with flow down.

A person with no experience in fluid mechanics wants to estimate the friction factor for 1 -in.-diameter galvanized iron pipe at a Reynolds number of 8,000 . The person stumbles across the simple equation of \(f=64 / \mathrm{Re}\) and uses this to calculate the friction factor. Explain the problem with this approach and estimate the error.

Asphalt at \(120^{\circ} \mathrm{F}\), considered to be a Newtonian fluid with a viscosity 80,000 times that of water and a specific gravity of 1.09 flows through a pipe of diameter 2.0 in. If the pressure gradient is 1.6 psi/ft determine the flowrate assuming the pipe is (a) horizontal; (b) vertical with flow up.

Water flows downward through a vertical 10 -mm-diameter galvanized iron pipe with an average velocity of \(5.0 \mathrm{m} / \mathrm{s}\) and exits as a free jet. There is a small hole in the pipe \(4 \mathrm{m}\) above the outlet. Will water leak out of the pipe through this hole, or will air enter into the pipe through the hole? Repeat the problem if the average velocity is \(0.5 \mathrm{m} / \mathrm{s}\)

A 10 -m-long \(, 5.042\) -cm I.D. copper pipe has two fully open gate valves, a swing check valve, and a sudden enlargement to a \(9.919-\mathrm{cm}\) I.D. copper pipe. The \(9.919 \mathrm{cm}\) copper pipe is \(5.0 \mathrm{m}\) Iong and then has a sudden contraction to another 5.042 -cm copper pipe. Find the head loss for a \(20^{\circ} \mathrm{C}\) water flow rate of \(0.05 \mathrm{m}^{3} / \mathrm{s}\)

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