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346 Chapter 7 ■ Dimensional Analysis, Similitude, and Modeling Finally, to make the combination dimensionless we multiply by D so that Thus, Next, we will form the second pi term by selecting the variable that was not used in ß 1 , which in this case is m. We simply combine m with the other variables to make the combination dimensionless 1but do not use ¢p / in ß 2 , since we want the dependent variable to appear only in ß 1 2. For example, divide m by r 1to eliminate F2, then by V 1to eliminate T2, and finally by D 1to eliminate L2. Thus, and, therefore, a ¢p / rV 2b D a 1 b 1L2 L0 1cancels L ß 2 m rVD 1FL 2 T 2 1FL 4 T 2 21LT 1 21L2 F 0 L 0 T 0 ¢p / D rV 2 ß 1 ¢p /D rV 2 f a m rVD b L2 which is, of course, the same result we obtained by using the method of repeating variables. An additional concern, when one is forming pi terms by inspection, is to make certain that they are all independent. In the pipe flow example, ß 2 contains m, which does not appear in ß 1 , and therefore these two pi terms are obviously independent. In a more general case a pi term would not be independent of the others in a given problem if it can be formed by some combination of the others. For example, if ß 2 can be formed by a combination of say ß 3 , ß 4 , and ß 5 such as ß 2 ß2 3 ß 4 ß 5 then ß 2 is not an independent pi term. We can ensure that each pi term is independent of those preceding it by incorporating a new variable in each pi term. Although forming pi terms by inspection is essentially equivalent to the repeating variable method, it is less structured. With a little practice the pi terms can be readily formed by inspection, and this method offers an alternative to more formal procedures. 7.6 Common Dimensionless Groups in Fluid Mechanics A useful physical interpretation can often be given to dimensionless groups. At the top of Table 7.1 is a list of variables that commonly arise in fluid mechanics problems. The list is obviously not exhaustive but does indicate a broad range of variables likely to be found in a typical problem. Fortunately, not all of these variables would be encountered in all problems. However, when combinations of these variables are present, it is standard practice to combine them into some of the common dimensionless groups 1pi terms2 given in Table 7.1. These combinations appear so frequently that special names are associated with them, as indicated in the table. It is also often possible to provide a physical interpretation to the dimensionless groups which can be helpful in assessing their influence in a particular application. For example, the Froude number is an index of the ratio of the force due to the acceleration of a fluid particle to the force due to gravity 1weight2. This can be demonstrated by considering a fluid particle moving along a streamline 1Fig. 7.32. The magnitude of the component of inertia force F I along the streamline can be expressed as F I a s m, where a s is the magnitude of the acceleration along the streamline for a particle having a mass m. From our study of particle motion along a curved path 1see Section 3.12 we know that a s dV s dt V s dV s ds

7.6 Common Dimensionless Groups in Fluid Mechanics 347 TABLE 7.1 Some Common Variables and Dimensionless Groups in Fluid Mechanics Variables: Acceleration of gravity, g; Bulk modulus, E v ; Characteristic length, ; Density, r; Frequency of oscillating flow, v; Pressure, p (or ¢ p); Speed of sound, c; Surface tension, s; Velocity, V; Viscosity, m Dimensionless Interpretation (Index of Types of Groups Name Force Ratio Indicated) Applications rV/ m Reynolds number, Re inertia force viscous force Generally of importance in all types of fluid dynamics problems Special names along with physical interpretations are given to the most common dimensionless groups. V 1g/ p rV 2 rV 2 E v Froude number, Fr Euler number, Eu Cauchy number, a Ca inertia force gravitational force pressure force inertia force inertia force compressibility force Flow with a free surface Problems in which pressure, or pressure differences, are of interest Flows in which the compressibility of the fluid is important V c Mach number, a Ma inertia force Flows in which the compressibility force compressibility of the fluid is important v/ V Strouhal number, St inertia 1local2 force inertia 1convective2 force Unsteady flow with a characteristic frequency of oscillation rV 2 / s Weber number, We inertia force surface tension force Problems in which surface tension is important a The Cauchy number and the Mach number are related and either can be used as an index of the relative effects of inertia and compressibility. See accompanying discussion. where s is measured along the streamline. If we write the velocity, V s , and length, s, in dimensionless form, that is, where V and / represent some characteristic velocity and length, respectively, then and V* s V s V a s V 2 F I V 2 s* s / / V * s dV* s ds* / V * s dV * s ds* m V s Streamline gm F I G U R E 7.3 The force of gravity acting on a fluid particle moving along a streamline.

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

Finally, to make the combination dimensionless we multiply by D so that<br />

Thus,<br />

Next, we will form the second pi term by selecting the variable that was not used in ß 1 ,<br />

which in this case is m. We simply combine m with the other variables to make the combination<br />

dimensionless 1but do not use ¢p / in ß 2 , since we want the dependent variable to appear only in<br />

ß 1 2. For example, divide m by r 1to eliminate F2, then by V 1to eliminate T2, and finally by D 1to<br />

eliminate L2. Thus,<br />

and, therefore,<br />

a ¢p /<br />

rV 2b D a 1 b 1L2 L0 1cancels<br />

L<br />

ß 2 <br />

m<br />

rVD 1FL 2 T 2<br />

1FL 4 T 2 21LT 1 21L2 F 0 L 0 T 0<br />

¢p / D<br />

rV 2<br />

ß 1 ¢p /D<br />

rV 2<br />

f a m<br />

rVD b<br />

L2<br />

which is, of course, the same result we obtained by using the method of repeating variables.<br />

An additional concern, when one is forming pi terms by inspection, is to make certain that<br />

they are all independent. In the pipe flow example, ß 2 contains m, which does not appear in ß 1 ,<br />

and therefore these two pi terms are obviously independent. In a more general case a pi term would<br />

not be independent of the others in a given problem if it can be formed by some combination of<br />

the others. For example, if ß 2 can be formed by a combination of say ß 3 , ß 4 , and ß 5 such as<br />

ß 2 ß2 3 ß 4<br />

ß 5<br />

then ß 2 is not an independent pi term. We can ensure that each pi term is independent of those<br />

preceding it by incorporating a new variable in each pi term.<br />

Although forming pi terms by inspection is essentially equivalent to the repeating variable<br />

method, it is less structured. With a little practice the pi terms can be readily formed by inspection,<br />

and this method offers an alternative to more formal procedures.<br />

7.6 Common Dimensionless Groups in Fluid Mechanics<br />

A useful physical<br />

interpretation can<br />

often be given to dimensionless<br />

groups.<br />

At the top of Table 7.1 is a list of variables that commonly arise in <strong>fluid</strong> <strong>mechanics</strong> problems.<br />

The list is obviously not exhaustive but does indicate a broad range of variables likely to be found<br />

in a typical problem. Fortunately, not all of these variables would be encountered in all problems.<br />

However, when combinations of these variables are present, it is standard practice to combine<br />

them into some of the common dimensionless groups 1pi terms2 given in Table 7.1. These<br />

combinations appear so frequently that special names are associated with them, as indicated in<br />

the table.<br />

It is also often possible to provide a physical interpretation to the dimensionless groups which<br />

can be helpful in assessing their influence in a particular application. For example, the Froude number<br />

is an index of the ratio of the force due to the acceleration of a <strong>fluid</strong> particle to the force due<br />

to gravity 1weight2. This can be demonstrated by considering a <strong>fluid</strong> particle moving along a streamline<br />

1Fig. 7.32. The magnitude of the component of inertia force F I along the streamline can be expressed<br />

as F I a s m, where a s is the magnitude of the acceleration along the streamline for a particle<br />

having a mass m. From our study of particle motion along a curved path 1see Section 3.12 we<br />

know that<br />

a s dV s<br />

dt<br />

V s dV s<br />

ds

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