fluid_mechanics

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382 Chapter 7 ■ Dimensional Analysis, Similitude, and Modeling where E is the modulus of elasticity and I is the moment of inertia of the beam cross section. The boundary conditions are y 0 at x 0 and dydx 0 at x 0. (a) Rewrite the equation and boundary conditions in dimensionless form using the beam length, /, as the reference length. (b) Based on the results of part 1a2, what are the similarity requirements and the prediction equation for a model to predict deflections? y x F I G U R E P7.79 p 1 r z v z F I G U R E P7.80 h h y x F I G U R E P7.81 u P 7.80 A liquid is contained in a pipe that is closed at one end as shown in Fig. P7.80. Initially the liquid is at rest, but if the end is suddenly opened the liquid starts to move. Assume the pressure remains constant. The differential equation that describes the resulting motion of the liquid is r 0v z 0t p 1 p 1 / m a 02 v z 0r 1 0v z 2 r 0r b where v z is the velocity at any radial location, r, and t is time. Rewrite this equation in dimensionless form using the liquid density, r, the viscosity, m, and the pipe radius, R, as reference parameters. R End initially closed 7.81 An incompressible fluid is contained between two infinite parallel plates as illustrated in Fig. P7.81. Under the influence of a harmonically varying pressure gradient in the x direction, the fluid oscillates harmonically with a frequency v. The differential equation describing the fluid motion is r 0u 0t X cos vt m 02 u 0y 2 where X is the amplitude of the pressure gradient. Express this equation in nondimensional form using h and v as reference parameters. ■ Lab Problems 7.82 This problem involves the time that it takes water to drain from two geometrically similar tanks. To proceed with this problem, go to the book’s web site, www.wiley.com/college/munson. 7.83 This problem involves determining the frequency of vortex shedding from a circular cylinder as water flows past it. To proceed with this problem, go to the book’s web site, www.wiley.com/ college/munson. 7.84 This problem involves the determination of the head loss for flow through a valve. To proceed with this problem, go to the book’s web site, www.wiley.com/college/munson. 7.85 This problem involves the calibration of a rotameter. To proceed with this problem, go to the book’s web site, www.wiley.com/ college/munson. ■ Life Long Learning Problems 7.86 Microfluidics is the study of fluid flow in fabricated devices at the micro scale. Advances in microfluidics have enhanced the ability of scientists and engineers to perform laboratory experiments using miniaturized devices known as a “lab-on-a-chip.” Obtain information about a lab-on-a-chip device that is available commercially and investigate its capabilities. Summarize your findings in a brief report. 7.87 For some types of aerodynamic wind tunnel testing, it is difficult to simultaneously match both the Reynolds number and Mach number between model and prototype. Engineers have developed several potential solutions to the problem including pressurized wind tunnels and lowering the temperature of the flow. Obtain information about cryogenic wind tunnels and explain the advantages and disadvantages. Summarize your findings in a brief report. ■ FlowLab Problems *7.88 This FlowLab problem involves investigation of the Reynolds number significance in fluid dynamics through the simulation of flow past a cylinder. To proceed with this problem, go to the book’s web site, www.wiley.com/college/munson. ■ FE Exam Problems Sample FE (Fundamental of Engineering) exam questions for fluid mechanics are provided on the book’s web site, www.wiley.com/ college/munson.

8V Viscous Flow in Pipes CHAPTER OPENING PHOTO: Turbulent jet: The jet of water from the pipe is turbulent. The complex, irregular, unsteady structure typical of turbulent flows is apparent. (Laser-induced fluorescence of dye in water.) (Photography by P. E. Dimotakis, R. C. Lye, and D. Z. Papantoniou.) Learning Objectives V8.1 Turbulent jet After completing this chapter, you should be able to: ■ identify and understand various characteristics of the flow in pipes. ■ discuss the main properties of laminar and turbulent pipe flow and appreciate their differences. ■ calculate losses in straight portions of pipes as well as those in various pipe system components. ■ apply appropriate equations and principles to analyze a variety of pipe flow situations. ■ predict the flowrate in a pipe by use of common flowmeters. Pipe flow is very important in our daily operations. In the previous chapters we have considered a variety of topics concerning the motion of fluids. The basic governing principles concerning mass, momentum, and energy were developed and applied, in conjunction with rather severe assumptions, to numerous flow situations. In this chapter we will apply the basic principles to a specific, important topic—the incompressible flow of viscous fluids in pipes and ducts. The transport of a fluid 1liquid or gas2 in a closed conduit 1commonly called a pipe if it is of round cross section or a duct if it is not round2 is extremely important in our daily operations. A brief consideration of the world around us will indicate that there is a wide variety of applications of pipe flow. Such applications range from the large, man-made Alaskan pipeline that carries crude oil almost 800 miles across Alaska, to the more complex 1and certainly not less useful2 natural systems of “pipes” that carry blood throughout our body and air into and out of our lungs. Other examples 383

8V<br />

Viscous Flow<br />

in Pipes<br />

CHAPTER OPENING PHOTO: Turbulent jet: The jet of water from the pipe is turbulent. The complex, irregular,<br />

unsteady structure typical of turbulent flows is apparent. (Laser-induced fluorescence of dye in water.) (Photography<br />

by P. E. Dimotakis, R. C. Lye, and D. Z. Papantoniou.)<br />

Learning Objectives<br />

V8.1 Turbulent jet<br />

After completing this chapter, you should be able to:<br />

■ identify and understand various characteristics of the flow in pipes.<br />

■ discuss the main properties of laminar and turbulent pipe flow and appreciate<br />

their differences.<br />

■ calculate losses in straight portions of pipes as well as those in various<br />

pipe system components.<br />

■ apply appropriate equations and principles to analyze a variety of pipe<br />

flow situations.<br />

■ predict the flowrate in a pipe by use of common flowmeters.<br />

Pipe flow is very<br />

important in our<br />

daily operations.<br />

In the previous chapters we have considered a variety of topics concerning the motion of <strong>fluid</strong>s.<br />

The basic governing principles concerning mass, momentum, and energy were developed and applied,<br />

in conjunction with rather severe assumptions, to numerous flow situations. In this chapter<br />

we will apply the basic principles to a specific, important topic—the incompressible flow of viscous<br />

<strong>fluid</strong>s in pipes and ducts.<br />

The transport of a <strong>fluid</strong> 1liquid or gas2 in a closed conduit 1commonly called a pipe if it is of<br />

round cross section or a duct if it is not round2 is extremely important in our daily operations. A brief<br />

consideration of the world around us will indicate that there is a wide variety of applications of pipe<br />

flow. Such applications range from the large, man-made Alaskan pipeline that carries crude oil almost<br />

800 miles across Alaska, to the more complex 1and certainly not less useful2 natural systems of<br />

“pipes” that carry blood throughout our body and air into and out of our lungs. Other examples<br />

383

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