The Churchill formula for the friction factor is $$f=8\left[\left(\frac{8}{\mathrm{Re}}\right)^{12}+\frac{1}{(A+B)^{15}}\right]^{1 / 12}$$ where $$\begin{array}{l} A=\left\\{-2.457 \ln \left[\left(\frac{7}{\mathrm{Re}}\right)^{0.9}+\frac{\varepsilon}{3.7 D}\right]\right\\}^{16} \\ B=\left(\frac{37.530}{\mathrm{Re}}\right)^{16} \end{array}$$ Compare this equation for \(f\) for both the laminar and turbulent regimes for \(\varepsilon / D=0.00001,0.0001,0.001,\) and 0.01 and Reynolds numbers of \(10,10^{2}, 10^{3}, 10^{4}, 10^{5}, 10^{6},\) and \(10^{7}\) with the Moody chart and decide whether it is an acceptable replacement for the Colebrook formula.

Short Answer

Expert verified
The answer to whether the Churchill formula might replace the Colebrook formula highly depends on the comparability of the data acquired from the Churchill calculations with the Moody chart. Run those calculations and make that comparison to obtain a decision.

Step by step solution

01

Understand the Churchill Formula

The Churchill equation is a mathematical model to describe the friction factor involved in a fluid system. This formula varies for different ranges of Reynolds numbers and roughness levels. Here, \(f\) is the friction factor, \(Re\) is the Reynolds number, and \(\varepsilon / D\) is a roughness factor.
02

Calculate the Friction Factor

Next, you need to plug in the provided values of \(\varepsilon / D = 0.00001, 0.0001, 0.001, and 0.01\) and Reynolds number \(Re = 10, 10^{2}, 10^{3}, 10^{4}, 10^{5}, 10^{6},\) and \(10^{7}\) into the Churchill formula to calculate the corresponding friction factors \(f\). Make sure to follow the order of operations and apply the correct mathematical functions (power, square root, logarithm) where needed.
03

Compare with Moody Chart

Next, use a Moody chart to find the appropriate friction factors for the given Reynolds numbers and roughness levels and compare these factors with the calculated values from the Churchill equation. The Moody chart is a graphical representation widely used in fluid dynamics and can provide a good approximation for the friction factor.
04

Decision on Replacement for Colebrook Formula

Finally, based on the comparability of the results from the Churchill equation and Moody chart, make a judgement if the Churchill formula could be an acceptable replacement for the Colebrook formula. If the results closely match across a broad range of Reynolds numbers and roughness factors, then it could possibly replace the Colebrook formula.

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with Vaia!

One App. One Place for Learning.

All the tools & learning materials you need for study success - in one app.

Get started for free

Most popular questions from this chapter

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.

{ Blood iassume } \mu=4.5 \times 10^{-5} \mathrm{lb} \cdot \mathrm{s} / \mathrm{ft}^{2}, S G=1.0\right)\( flows through an artery in the neck of a giraffe from its heart to its head at a rate of \)2.5 \times 10^{-4} \mathrm{ft}^{3} / \mathrm{s}\(. Assume the length is \)10 \mathrm{ft}\( and the diameter is 0.20 in. If the pressure at the beginning of the artery (outlet of the heart) is equivalent to \)0.70 \mathrm{ft}$ Hg, determine the pressure at the end of the artery when the head is (a) 8 ft above the heart, or (b) 6 ft below the heart. Assume steady flow. How much of this pressure difference is due to elevation effects, and how much is due to frictional effects?

A fluid flows through a horizontal 0.1-in.-diameter pipe. When the Reynolds number is \(1500,\) the head loss over a \(20-f t\) lenzth of the pipe is \(6.4 \mathrm{ft}\). Determine the fluid velocity.

A person is donating blood. The pint bag in which the blood is collected is initially flat and is at atmospheric pressure. Neglect the initial mass of air in the \(1 / 8\) -in. I.D., 4 ft-long plastic tube carrying blood to the bag. The average blood pressure in the vein is \(40 \mathrm{mm}\) Hg above atmospheric pressure. Estimate the time required for the person to donate one pint of blood. Assume that blood has a specific gravity of 1.06 and a viscosity of \(1.0 \times\) \(10^{-4} 1 b \cdot \sec / f t^{2},\) The needle's I.D. is \(1 / 16\) inch and the needle length is 2.0 in. The bag is \(1.0 \mathrm{ft}\) below the needle inlet and the vein's I.D. is \(1 / 8\) in. Optional: Donate a pint of blood and check your answer.

Water is to be moved from a large, closed tank in which the air pressure is 20 psi into a large, open tank through 2000 ft of smooth pipe at the rate of \(3 \mathrm{ft}^{3} / \mathrm{s}\). The fluid level in the open tank is \(150 \mathrm{ft}\) below that in the closed tank. Determine the required diameter of the pipe. Neglect minor losses.

See all solutions

Recommended explanations on Physics Textbooks

View all explanations

What do you think about this solution?

We value your feedback to improve our textbook solutions.

Study anywhere. Anytime. Across all devices.

Sign-up for free