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Oil \((S G=0.9),\) with a kinematic viscosity of 0.007 \(\mathrm{ft}^{2} / \mathrm{s},\) flows in a 3 -in.-diameter pipe at \(0.01 \mathrm{ft}^{3} / \mathrm{s}\). Determine the head loss per unit length of this flow.

Short Answer

Expert verified
The head loss per unit length is approximately 0.0721 ft/ft.

Step by step solution

01

Calculate the Velocity of the Flow

The velocity of the flow in the pipe can be calculated using the flow rate and the cross-sectional area of the pipe. The area, \(A\), of a circular pipe with diameter \(D = 3\) inches (or \(0.25\) feet) is given by \(A = \frac{\pi D^2}{4}\).\(A = \frac{\pi (0.25)^2}{4} = 0.0491\, \mathrm{ft}^2\).\(\text{Velocity, } V = \frac{Q}{A} = \frac{0.01}{0.0491} \approx 0.204\, \mathrm{ft/s}\).
02

Calculate the Reynolds Number

The Reynolds number \(Re\) is used to determine the flow regime and is given by \(Re = \frac{VD}{u}\), where \(V = 0.204\, \mathrm{ft/s}\), \(D = 0.25\, \mathrm{ft}\), and \(u = 0.007\, \mathrm{ft}^2/\mathrm{s}\).\(Re = \frac{0.204 \times 0.25}{0.007} \approx 7.29\).This indicates a laminar flow since \(Re < 2000\).
03

Calculate the Friction Factor

For laminar flow, the friction factor \(f\) is given by \(f = \frac{64}{Re}\).\(f = \frac{64}{7.29} \approx 8.78\).
04

Determine the Head Loss per Unit Length

The head loss \(h_f\) per unit length \(L\) for a circular pipe in laminar flow is given by the Darcy-Weisbach equation \(h_f = \frac{fLV^2}{2gD}\), where \(g = 32.2\, \mathrm{ft/s^2}\). In this case, since we require per unit length, \(L = 1\). \(h_f = \frac{8.78 \times 1 \times (0.204)^2}{2 \times 32.2 \times 0.25} \approx 0.0721\, \mathrm{ft/ft}\).

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Key Concepts

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

Reynolds Number
The Reynolds number is a fundamental concept in fluid mechanics that helps predict the flow pattern in a pipe. It's a dimensionless value that allows us to determine whether the flow is laminar or turbulent. The formula used to calculate the Reynolds number is given by:\[Re = \frac{VD}{u}\]where:
  • \( V \) is the velocity of the fluid (in \( \text{ft/s} \) in our example).
  • \( D \) is the diameter of the pipe (in \( \text{ft} \)).
  • \( u \) is the kinematic viscosity (in \( \text{ft}^2/\text{s} \)).
In our exercise, after computing the values, we found the Reynolds number to be approximately 7.29. This is much less than 2000, indicating a laminar flow.

Understanding the Reynolds number is crucial because it provides insight into the characteristics of the fluid flow, which affects heat transfer, fluid resistance, and pressure drop in the system.
Laminar Flow
Laminar flow occurs when a fluid flows in smooth, parallel layers, with little to no disruption between them. It is characteristic of low Reynolds numbers, typically below 2000. In this flow regime:
  • The fluid moves in orderly straight lines.
  • The flow is consistent and stable, with no turbulence or swirls.
  • There is low friction, which results in lower energy losses.
For our example, with a Reynolds number of 7.29, the flow is deemed laminar. This means the oil flows smoothly through the pipe, resembling a series of concentric cylinders that glide over each another.
Laminar flow is easier to analyze than turbulent flow as the equations governing it are more straightforward.
In practical terms, in engineering applications where precise control over fluid dynamics is needed, obtaining and maintaining laminar flow conditions can be highly beneficial.
Darcy-Weisbach Equation
The Darcy-Weisbach equation is pivotal in calculating head loss due to friction in a pipe. For laminar flow, where the Reynolds number is low, the equation simplifies matters by considering a friction factor that’s easier to compute. The equation is:\[h_f = \frac{f L V^2}{2gD}\]where:
  • \( h_f \) is the head loss (in \( \text{ft} \, / \, \text{ft} \) for our evaluation).
  • \( f \) is the friction factor, calculated as \( \frac{64}{Re} \) in laminar flow.
  • \( L \) is the length of the pipe (where we used a unit length of 1 \(\text{ft}\)).
  • \( V \) is the fluid velocity.
  • \( g \) is the acceleration due to gravity, typically \( 32.2 \, \text{ft/s}^2 \).
  • \( D \) is the pipe diameter.
In our calculation with the given parameters, we found a head loss per unit length of approximately 0.0721 \( \text{ft/ft} \). This means that for every foot the oil travels through the pipe, it loses 0.0721 feet of pressure head due to friction.

The Darcy-Weisbach equation gives engineers the ability to estimate energy loss in fluid systems and make informed decisions about piping and pumping systems.

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Most popular questions from this chapter

A certain process requires 2.3 cfs of water to be delivered at a pressure of 30 psi. This water comes from a large-diameter supply main in which the pressure remains at 60 psi. If the galvanized iron pipe connecting the two locations is 200 ft long and contains six threaded \(90^{\circ}\) elbows, determine the pipe diameter. Elevation differences are negligible.

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For laminar flow in a round pipe of diameter \(D,\) at what distance from the centerline is the actual velocity equal to the average velocity?

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