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374 Chapter 7 ■ Dimensional Analysis, Similitude, and Modeling Euler number Cauchy number Mach number Strouhal number Weber number Eu p rV 2 Ca rV 2 E v Ma V c St v/ V We rV 2 / s References 1. Bridgman, P. W., Dimensional Analysis, Yale University Press, New Haven, Conn., 1922. 2. Murphy, G., Similitude in Engineering, Ronald Press, New York, 1950. 3. Langhaar, H. L., Dimensional Analysis and Theory of Models, Wiley, New York, 1951. 4. Huntley, H. E., Dimensional Analysis, Macdonald, London, 1952. 5. Duncan, W. J., Physical Similarity and Dimensional Analysis: An Elementary Treatise, Edward Arnold, London, 1953. 6. Sedov, K. I., Similarity and Dimensional Methods in Mechanics, Academic Press, New York, 1959. 7. Ipsen, D. C., Units, Dimensions, and Dimensionless Numbers, McGraw-Hill, New York, 1960. 8. Kline, S. J., Similitude and Approximation Theory, McGraw-Hill, New York, 1965. 9. Skoglund, V. J., Similitude—Theory and Applications, International Textbook, Scranton, Pa., 1967. 10. Baker, W. E., Westline, P. S., and Dodge, F. T., Similarity Methods in Engineering Dynamics—Theory and Practice of Scale Modeling, Hayden 1Spartan Books2, Rochelle Park, N.J., 1973. 11. Taylor, E. S., Dimensional Analysis for Engineers, Clarendon Press, Oxford, 1974. 12. Isaacson, E. de St. Q., and Isaacson, M. de St. Q., Dimensional Methods in Engineering and Physics, Wiley, New York, 1975. 13. Schuring, D. J., Scale Models in Engineering, Pergamon Press, New York, 1977. 14. Yalin, M. S., Theory of Hydraulic Models, Macmillan, London, 1971. 15. Sharp, J. J., Hydraulic Modeling, Butterworth, London, 1981. 16. Schlichting, H., Boundary-Layer Theory, 7th Ed., McGraw-Hill, New York, 1979. 17. Knapp, R. T., Daily, J. W., and Hammitt, F. G., Cavitation, McGraw-Hill, New York, 1970. Review Problems Go to Appendix G for a set of review problems with answers. Detailed solutions can be found in Student Solution Manual and Study Guide for Fundamentals of Fluid Mechanics, by Munson et al. (© 2009 John Wiley and Sons, Inc.). Problems Note: Unless otherwise indicated, use the values of fluid properties found in the tables on the inside of the front cover. Problems designated with an 1*2 are intended to be solved with the aid of a programmable calculator or a computer. Problems designated with a 1†2 are “open-ended” problems and require critical thinking in that to work them one must make various assumptions and provide the necessary data. There is not a unique answer to these problems. Answers to the even-numbered problems are listed at the end of the book. Access to the videos that accompany problems can be obtained through the book’s web site, www.wiley.com/ college/munson. The lab-type problems and FlowLab problems can also be accessed on this web site. Section 7.1 Dimensional Analysis 7.1 Obtain a photograph/image of an experimental setup used to investigate some type of fluid flow phenomena. Print this photo and write a brief paragraph that describes the situation involved. 7.2 Verify the left-hand side of Eq. 7.2 is dimensionless using the MLT system. 7.3 The Reynolds number, rVDm, is a very important parameter in fluid mechanics. Verify that the Reynolds number is dimensionless, using both the FLT system and the MLT system for basic dimensions, and determine its value for ethyl alcohol flowing at a velocity of 3 ms through a 2-in.-diameter pipe.

7.4 What are the dimensions of acceleration of gravity, density, dynamic viscosity, kinematic viscosity, specific weight, and speed of sound in (a) the FLT system, and (b) the MLT system? Compare your results with those given in Table 1.1 in Chapter 1. 7.5 For the flow of a thin film of a liquid with a depth h and a free surface, two important dimensionless parameters are the Froude number, V1gh, and the Weber number, rV 2 hs. Determine the value of these two parameters for glycerin 1at 20 °C2 flowing with a velocity of 0.7 ms at a depth of 3 mm. 7.6 The Mach number for a body moving through a fluid with velocity V is defined as Vc, where c is the speed of sound in the fluid. This dimensionless parameter is usually considered to be important in fluid dynamics problems when its value exceeds 0.3. What would be the velocity of a body at a Mach number of 0.3 if the fluid is (a) air at standard atmospheric pressure and 20 °C, and (b) water at the same temperature and pressure? Section 7.3 Determination of Pi Terms 7.7 Obtain a photograph/image of Osborne Reynolds, who developed the famous dimensionless quantity, the Reynolds number. Print this photo and write a brief paragraph about him. 7.8 The power, p, required to run a pump that moves fluid within a piping system is dependent upon the volume flowrate, Q, density, , impeller diameter, d, angular velocity, v, and fluid viscosity, . Find the number of pi terms for this relationship. 7.9 For low speed flow over a flat plate, one measure of the boundary layer is the resulting thickness, d, at a given downstream location. The boundary layer thickness is a function of the free stream velocity, V q , fluid density and viscosity and , and the distance from the leading edge, x. Find the number of pi terms for this relationship. 7.10 The excess pressure inside a bubble (discussed in Chapter 1) is known to be dependent on bubble radius and surface tension. After finding the pi terms, determine the variation in excess pressure if we (a) double the radius and (b) double the surface tension. 7.11 It is known that the variation of pressure, ¢p, within a static fluid is dependent upon the specific weight of the fluid and the elevation difference, ¢z. Using dimensional analysis, find the form of the hydrostatic equation for pressure variation. 7.12 At a sudden contraction in a pipe the diameter changes from D 1 to D 2 . The pressure drop, ¢p, which develops across the contraction is a function of D 1 and D 2 , as well as the velocity, V, in the larger pipe, and the fluid density, r, and viscosity, m. Use D 1 , V, and m as repeating variables to determine a suitable set of dimensionless parameters. Why would it be incorrect to include the velocity in the smaller pipe as an additional variable? 7.13 Water sloshes back and forth in a tank as shown in Fig. P7.13. The frequency of sloshing, v, is assumed to be a function of the acceleration of gravity, g, the average depth of the water, h, and the length of the tank, /. Develop a suitable set of dimensionless parameters for this problem using g and / as repeating variables. 7.15 Assume that the flowrate, Q, of a gas from a smokestack is a function of the density of the ambient air, , the density of the gas, , within the stack, the acceleration of gravity, g, and the height and diameter of the stack, h and d, respectively. Use r a , d, and g as repeating variables to develop a set of pi terms that could be used to describe this problem. 7.16 The pressure rise, ¢p, across a pump can be expressed as ¢p f 1D, r, v, Q2 where D is the impeller diameter, r the fluid density, v the rotational speed, and Q the flowrate. Determine a suitable set of dimensionless parameters. 7.17 A thin elastic wire is placed between rigid supports. A fluid flows past the wire, and it is desired to study the static deflection, d, at the center of the wire due to the fluid drag. Assume that r g r a Problems 375 d f 1/, d, r, m, V, E2 where / is the wire length, d the wire diameter, r the fluid density, m the fluid viscosity, V the fluid velocity, and E the modulus of elasticity of the wire material. Develop a suitable set of pi terms for this problem. 7.18 Because of surface tension, it is possible, with care, to support an object heavier than water on the water surface as shown in Fig. P7.18. (See Video V1.9.) The maximum thickness, h, of a square of material that can be supported is assumed to be a function of the length of the side of the square, /, the density of the material, r, the acceleration of gravity, g, and the surface tension of the liquid, s. Develop a suitable set of dimensionless parameters for this problem. F I G U R E P7.18 7.19 Under certain conditions, wind blowing past a rectangular speed limit sign can cause the sign to oscillate with a frequency v. (See Fig. P7.19 and Video V9.9.) Assume that v is a function of the sign width, b, sign height, h, wind velocity, V, air density, r, and an elastic constant, k, for the supporting pole. The constant, k, has dimensions of FL. Develop a suitable set of pi terms for this problem. SPEED LIMIT 40 ω h ω h F I G U R E P7.13 7.14 Assume that the power, p, required to drive a fan is a function of the fan diameter, D, the fluid density, , the rotational speed, v, and the flowrate, Q. Use D, v, and as repeating variables to determine a suitable set of pi terms. F I G U R E P7.19 7.20 The height, h, that a liquid will rise in a capillary tube is a function of the tube diameter, D, the specific weight of the liquid, g, and the surface tension, s. Perform a dimensional analysis using

374 Chapter 7 ■ Dimensional Analysis, Similitude, and Modeling<br />

Euler number<br />

Cauchy number<br />

Mach number<br />

Strouhal number<br />

Weber number<br />

Eu <br />

p<br />

rV 2<br />

Ca rV 2<br />

E v<br />

Ma V c<br />

St v/<br />

V<br />

We rV 2 /<br />

s<br />

References<br />

1. Bridgman, P. W., Dimensional Analysis, Yale University Press, New Haven, Conn., 1922.<br />

2. Murphy, G., Similitude in Engineering, Ronald Press, New York, 1950.<br />

3. Langhaar, H. L., Dimensional Analysis and Theory of Models, Wiley, New York, 1951.<br />

4. Huntley, H. E., Dimensional Analysis, Macdonald, London, 1952.<br />

5. Duncan, W. J., Physical Similarity and Dimensional Analysis: An Elementary Treatise, Edward Arnold,<br />

London, 1953.<br />

6. Sedov, K. I., Similarity and Dimensional Methods in Mechanics, Academic Press, New York, 1959.<br />

7. Ipsen, D. C., Units, Dimensions, and Dimensionless Numbers, McGraw-Hill, New York, 1960.<br />

8. Kline, S. J., Similitude and Approximation Theory, McGraw-Hill, New York, 1965.<br />

9. Skoglund, V. J., Similitude—Theory and Applications, International Textbook, Scranton, Pa., 1967.<br />

10. Baker, W. E., Westline, P. S., and Dodge, F. T., Similarity Methods in Engineering Dynamics—Theory<br />

and Practice of Scale Modeling, Hayden 1Spartan Books2, Rochelle Park, N.J., 1973.<br />

11. Taylor, E. S., Dimensional Analysis for Engineers, Clarendon Press, Oxford, 1974.<br />

12. Isaacson, E. de St. Q., and Isaacson, M. de St. Q., Dimensional Methods in Engineering and Physics,<br />

Wiley, New York, 1975.<br />

13. Schuring, D. J., Scale Models in Engineering, Pergamon Press, New York, 1977.<br />

14. Yalin, M. S., Theory of Hydraulic Models, Macmillan, London, 1971.<br />

15. Sharp, J. J., Hydraulic Modeling, Butterworth, London, 1981.<br />

16. Schlichting, H., Boundary-Layer Theory, 7th Ed., McGraw-Hill, New York, 1979.<br />

17. Knapp, R. T., Daily, J. W., and Hammitt, F. G., Cavitation, McGraw-Hill, New York, 1970.<br />

Review Problems<br />

Go to Appendix G for a set of review problems with answers. Detailed<br />

solutions can be found in Student Solution Manual and Study<br />

Guide for Fundamentals of Fluid Mechanics, by Munson et al.<br />

(© 2009 John Wiley and Sons, Inc.).<br />

Problems<br />

Note: Unless otherwise indicated, use the values of <strong>fluid</strong> properties<br />

found in the tables on the inside of the front cover. Problems<br />

designated with an 1*2 are intended to be solved with the aid<br />

of a programmable calculator or a computer. Problems designated<br />

with a 1†2 are “open-ended” problems and require critical<br />

thinking in that to work them one must make various assumptions<br />

and provide the necessary data. There is not a unique answer<br />

to these problems.<br />

Answers to the even-numbered problems are listed at the<br />

end of the book. Access to the videos that accompany problems<br />

can be obtained through the book’s web site, www.wiley.com/<br />

college/munson. The lab-type problems and FlowLab problems<br />

can also be accessed on this web site.<br />

Section 7.1 Dimensional Analysis<br />

7.1 Obtain a photograph/image of an experimental setup used to investigate<br />

some type of <strong>fluid</strong> flow phenomena. Print this photo and<br />

write a brief paragraph that describes the situation involved.<br />

7.2 Verify the left-hand side of Eq. 7.2 is dimensionless using the<br />

MLT system.<br />

7.3 The Reynolds number, rVDm, is a very important parameter in<br />

<strong>fluid</strong> <strong>mechanics</strong>. Verify that the Reynolds number is dimensionless,<br />

using both the FLT system and the MLT system for basic dimensions,<br />

and determine its value for ethyl alcohol flowing at a velocity<br />

of 3 ms through a 2-in.-diameter pipe.

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