fluid_mechanics
286 Chapter 6 ■ Differential Analysis of Fluid Flow COMMENT In the statement of this problem it was implied by the wording “if possible” that we might not be able to find a corresponding velocity potential. The reason for this concern is that we can always define a stream function for two-dimensional flow, but the flow must be irrotational if there is a corresponding velocity potential. Thus, the fact that we were able to determine a velocity potential means that the flow is irrotational. Several streamlines and lines of constant f are plotted in Fig. E6.4b. These two sets of lines are orthogonal. The reason why streamlines and lines of constant f are always orthogonal is explained in Section 6.5. (b) Since we have an irrotational flow of a nonviscous, incompressible fluid, the Bernoulli equation can be applied between any two points. Thus, between points 112 and 122 with no elevation change or Since p 1 g V 2 1 2g p 2 g V 2 2 2g p 2 p 1 r 2 1V 2 1 V 2 22 V 2 v 2 r v 2 u it follows that for any point within the flow field V 2 14r cos 2u2 2 14r sin 2u2 2 16r 2 1cos 2 2u sin 2 2u2 16r 2 (3) This result indicates that the square of the velocity at any point depends only on the radial distance, r, to the point. Note that the constant, 16, has units of s 2 . Thus, and Substitution of these velocities into Eq. 3 gives COMMENT The stream function used in this example could also be expressed in Cartesian coordinates as or since x r cos u and y r sin u. However, in the cylindrical polar form the results can be generalized to describe flow in the vicinity of a corner of angle a 1see Fig. E6.4c2 with the equations and p 2 30 10 3 Nm 2 103 kgm 3 116 m 2 s 2 4 m 2 s 2 2 2 36 kPa (Ans) where A is a constant. V 2 1 116 s 2 211 m2 2 16 m 2 s 2 V 2 2 116 s 2 210.5 m2 2 4 m 2 s 2 c 2r 2 sin 2u 4r 2 sin u cos u c 4xy c Ar p a sin pu a f Ar p a cos pu a 6.5 Some Basic, Plane Potential Flows y For potential flow, basic solutions can be simply added to obtain more complicated solutions. V ∂φ u = ∂ x ∂φ v r = ∂r ∂φ v θ = 1__ r ∂θ r θ V ∂φ v = ∂ y x A major advantage of Laplace’s equation is that it is a linear partial differential equation. Since it is linear, various solutions can be added to obtain other solutions—that is, if f 1 1x, y, z2 and f 2 1x, y, z2 are two solutions to Laplace’s equation, then f 3 f 1 f 2 is also a solution. The practical implication of this result is that if we have certain basic solutions we can combine them to obtain more complicated and interesting solutions. In this section several basic velocity potentials, which describe some relatively simple flows, will be determined. In the next section these basic potentials will be combined to represent complicated flows. For simplicity, only plane 1two-dimensional2 flows will be considered. In this case, by using Cartesian coordinates or by using cylindrical coordinates u 0f 0x v r 0f 0r (6.72) (6.73) as shown by the figure in the margin. Since we can define a stream function for plane flow, we can also let u 0c 0y v 0f 0y v u 1 0f r 0u v 0c 0x (6.74)
6.5 Some Basic, Plane Potential Flows 287 or v r 1 0c r 0u v u 0c 0r (6.75) where the stream function was previously defined in Eqs. 6.37 and 6.42. We know that by defining the velocities in terms of the stream function, conservation of mass is identically satisfied. If we now impose the condition of irrotationality, it follows from Eq. 6.59 that 0u 0y 0v 0x and in terms of the stream function 0 0y a 0c 0y b 0 0x a0c 0x b or 0 2 c 0x 2 02 c 0y 2 0 Thus, for a plane irrotational flow we can use either the velocity potential or the stream function— both must satisfy Laplace’s equation in two dimensions. It is apparent from these results that the velocity potential and the stream function are somehow related. We have previously shown that lines of constant c are streamlines; that is, dy dx ` along cconstant v u (6.76) y b a ψ a_ b a b b_ a × ( – ) = –1 x The change in f as we move from one point 1x , y2 to a nearby point dx, y dy2 is given by the relationship df 0f 0x Along a line of constant f we have df 0 so that 1x 0f dx dy u dx v dy 0y dy dx ` along fconstant u v (6.77) A comparison of Eqs. 6.76 and 6.77 shows that lines of constant f 1called equipotential lines2 are orthogonal to lines of constant c 1streamlines2 at all points where they intersect. 1Recall that two lines are orthogonal if the product of their slopes is 1, as illustrated by the figure in the margin.2 For any potential flow field a “flow net ” can be drawn that consists of a family of streamlines and equipotential lines. The flow net is useful in visualizing flow patterns and can be used to obtain graphical solutions by sketching in streamlines and equipotential lines and adjusting the lines until the lines are approximately orthogonal at all points where they intersect. An example of a flow net is shown in Fig. 6.15. Velocities can be estimated from the flow net, since the velocity is inversely proportional to the streamline spacing, as shown by the figure in the margin. Thus, for example, from Fig. 6.15 we can see that the velocity near the inside corner will be higher than the velocity along the outer part of the bend. (See the photographs at the beginning of Chapters 3 and 6.) Streamwise acceleration Streamwise deceleration 6.5.1 Uniform Flow The simplest plane flow is one for which the streamlines are all straight and parallel, and the magnitude of the velocity is constant. This type of flow is called a uniform flow. For example, consider a uniform flow in the positive x direction as is illustrated in Fig. 6.16a. In this instance, u U and v 0, and in terms of the velocity potential 0f 0x U 0f 0y 0
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286 Chapter 6 ■ Differential Analysis of Fluid Flow<br />
COMMENT In the statement of this problem it was implied<br />
by the wording “if possible” that we might not be able to find a<br />
corresponding velocity potential. The reason for this concern is<br />
that we can always define a stream function for two-dimensional<br />
flow, but the flow must be irrotational if there is a corresponding<br />
velocity potential. Thus, the fact that we were able to determine a<br />
velocity potential means that the flow is irrotational. Several<br />
streamlines and lines of constant f are plotted in Fig. E6.4b.<br />
These two sets of lines are orthogonal. The reason why streamlines<br />
and lines of constant f are always orthogonal is explained in<br />
Section 6.5.<br />
(b) Since we have an irrotational flow of a nonviscous, incompressible<br />
<strong>fluid</strong>, the Bernoulli equation can be applied between any<br />
two points. Thus, between points 112 and 122 with no elevation<br />
change<br />
or<br />
Since<br />
p 1<br />
g V 2 1<br />
2g p 2<br />
g V 2 2<br />
2g<br />
p 2 p 1 r 2 1V 2 1 V 2 22<br />
V 2 v 2 r v 2 u<br />
it follows that for any point within the flow field<br />
V 2 14r cos 2u2 2 14r sin 2u2 2<br />
16r 2 1cos 2 2u sin 2 2u2<br />
16r 2<br />
(3)<br />
This result indicates that the square of the velocity at any point<br />
depends only on the radial distance, r, to the point. Note that the<br />
constant, 16, has units of s 2 . Thus,<br />
and<br />
Substitution of these velocities into Eq. 3 gives<br />
COMMENT The stream function used in this example could<br />
also be expressed in Cartesian coordinates as<br />
or<br />
since x r cos u and y r sin u. However, in the cylindrical polar<br />
form the results can be generalized to describe flow in the vicinity<br />
of a corner of angle a 1see Fig. E6.4c2 with the equations<br />
and<br />
p 2 30 10 3 Nm 2 103 kgm 3<br />
116 m 2 s 2 4 m 2 s 2 2<br />
2<br />
36 kPa<br />
(Ans)<br />
where A is a constant.<br />
V 2 1 116 s 2 211 m2 2 16 m 2 s 2<br />
V 2 2 116 s 2 210.5 m2 2 4 m 2 s 2<br />
c 2r 2 sin 2u 4r 2 sin u cos u<br />
c 4xy<br />
c Ar p a<br />
sin pu<br />
a<br />
f Ar p a<br />
cos pu<br />
a<br />
6.5 Some Basic, Plane Potential Flows<br />
y<br />
For potential flow,<br />
basic solutions can<br />
be simply added to<br />
obtain more complicated<br />
solutions.<br />
V<br />
∂φ<br />
u =<br />
∂ x<br />
∂φ<br />
v r =<br />
∂r<br />
∂φ<br />
v θ =<br />
1__ r ∂θ<br />
r<br />
θ<br />
V<br />
∂φ<br />
v =<br />
∂ y<br />
x<br />
A major advantage of Laplace’s equation is that it is a linear partial differential equation. Since it<br />
is linear, various solutions can be added to obtain other solutions—that is, if f 1 1x, y, z2 and<br />
f 2 1x, y, z2 are two solutions to Laplace’s equation, then f 3 f 1 f 2 is also a solution. The<br />
practical implication of this result is that if we have certain basic solutions we can combine them<br />
to obtain more complicated and interesting solutions. In this section several basic velocity potentials,<br />
which describe some relatively simple flows, will be determined. In the next section these basic<br />
potentials will be combined to represent complicated flows.<br />
For simplicity, only plane 1two-dimensional2 flows will be considered. In this case, by using<br />
Cartesian coordinates<br />
or by using cylindrical coordinates<br />
u 0f<br />
0x<br />
v r 0f<br />
0r<br />
(6.72)<br />
(6.73)<br />
as shown by the figure in the margin. Since we can define a stream function for plane flow, we<br />
can also let<br />
u 0c<br />
0y<br />
v 0f<br />
0y<br />
v u 1 0f<br />
r 0u<br />
v 0c<br />
0x<br />
(6.74)