Concept of Circulation in a Free Vortex Flow
Free Vortex Flow
Fluid particles move in circles about a point.
The only non-trivial velocity component is tangential.
This tangential speed varies with radius r so that same circulation is maintained.
Thus,all the streamlines are concentric circles about a given point where the velocity along each streamline is inversely proportional to the distance from the centre. This flow is necessarily irrotational.
Velocity components
In a purely circulatory (free vortex flow) motion, the tangential velocity can be written as
( 21.1)
vr = 0
Stream Function
Using the definition of stream function, we can write
( 21.2)
Combining Eqs (21.1) and (21.2) with the above said relations for stream function, it is possible to write
( 21.3)
Velocity Potential Function
Because of irrotationality, it should satisfy
Eqs (21.1) and (21.2) and the above solution of Laplace's equation yields
( 21.4)
Since, the integration constants C1 and C2 have no effect on the structure of velocities or pressures in the flow. We can ignore the integration constants without any loss of generality.
It is clear that the streamlines for vortex flow are circles while the potential lines are radial . These are given by
(21.5)
Circulation is defined as
This circulation constant denotes the algebraic strength of the vortex filament contained within the closed curve. From Eq. (21.6) we can write
(21.6)
For a two-dimensional flow
( 21.7)
Consider a fluid element as shown in Fig. 21.2. Circulation is positive in the anticlockwise direction (not a mandatory but general convention).
After simplification
Physically, circulation per unit area is the vorticity of the flow .
Now, for a free vortex flow, the tangential velocity is given by Eq. (21.1) as
For a circular path (refer Fig.21.2)
Thus,
Therefore
= 2πC
It may be noted that although free vortex is basically an irrotational motion, the circulation for a given path containing a singular point (including the origin) is constant (2πC) and independent of the radius of a circular streamline.
However, circulation calculated in a free vortex flow along any closed contour excluding the singular point (the origin), should be zero.
Considering Fig 21.3 (a) and taking a closed contour ABCD in order to obtain circulation about the point, P around ABCD it may be shown that
Forced Vortex Flow
If there exists a solid body rotation at constant ω (induced by some external mechanism), the flow should be called a forced vortex motion (Fig. 21.3 (b).
we can write
(21.10)
Equation (21.10) predicts that
The circulation is zero at the origin
It increases with increasing radius.
The variation is parabolic.
It may be mentioned that the free vortex (irrotational) flow at the origin is impossible because of mathematical singularity. However, physically there should exist a rotational (forced vortex) core which is shown by the dotted line ( in Fig. 21.3a ).
Below are given two statements which are related to Kelvin's circulation theorem (stated in 1869) and Cauchy's theorem on irrotational motion (stated in 1815) respectively
Combination of Fundamental Flows
1) Doublet
We can now form different flow patterns by superimposing the velocity potential and stream functions of the elementary flows stated above.
In order to develop a doublet, imagine a source and a sink of equal strength K at equal distance s from the origin along x-axis as shown in Fig. 21.4.
From any point p(x, y) in the field, r1 and r2 are drawn to the source and the sink. The polar coordinates of this point (r, θ) have been shown.
The potential functions of the two flows may be superimposed to describe the potential for the combined flow at P as
(21.11)
Similarly,
(21.12)
Expanding θ1 and θ2 in terms of coordinates of p and s
(21.13)
(21.14)
Using
we find
Hence the stream function and the velocity potential function are formed by combining Eqs (21.12) and (21.13), as well as Eqs(21.11) and (21.14) respectively
Hence (21.15)
(21.16)
Doublet is a special case when a source as well as a sink are brought together in such a way that
s → 0 and at the same time the
strength is increased to an infinite value.
These are assumed to be accomplished in a manner which makes the product of s and (in limiting case) a finite value x
give this us
Streamlines, Velocity Potential for a Doublet
We have seen in the last lecture that the streamlines associated with the doublet are
If we replace sinθ by y/r, and the minus sign be absorbed in C1 , we get
(21.17a)
(21.17b)
Equation (21.17b) represents a family of circles with
For x = 0, there are two values of y, one of them=0.
The centres of the circles fall on the y-axis.
On the circle, where y = 0, x has to be zero for all the values of the constant.
family of circles formed(due to different values of C1 ) is tangent to x-axis at the origin.
These streamlines are illustrated in Fig. 21.5.
Fig 21.5 Streamlines and Velocity Potential Lines for a Doublet
Due to the initial positions of the source and the sink in the development of the doublet , it is certain that
the flow will emerge in the negative x direction from the origin
and
it will converge via the positive x direction of the origin.
Velocity potential lines
In cartresian coordinate the equation becomes
(21.18)
Once again we shall obtain a family of circles
The centres will fall on x-axis.
For y = 0 there are two values of x, one of which is zero.
When x = 0, y has to be zero for all values of the constant.
These circles are tangent to y-axis at the origin.
In addition to the determination of the stream function and velocity potential, it is observed that for a doublet
As the centre of the doublet is approached; the radial velocity tends to be infinite.
It shows that the doublet flow has a singularity.
Since the circulation about a singular point of a source or a sink is zero for any strength, it is obvious that the circulation about the singular point in a doublet flow must be zero i.e. doublet flow =0
(21.19)
Applying Stokes Theorem between the line integral and the area-integral
From Eq. 21.20 the obvious conclusion is i.e., doublet flow is an irrotational flow.
1. What is circulation in a free vortex flow? |
2. How is circulation calculated in a free vortex flow? |
3. What are the applications of free vortex flow in civil engineering? |
4. How does circulation affect the flow characteristics in a free vortex flow? |
5. What are the factors that can influence the circulation in a free vortex flow? |
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