Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE) PDF Download

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.

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)  

 

Velocity components

In a purely circulatory (free vortex flow) motion, the tangential velocity can be written as

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                      ( 21.1)  

 

v = 0

 

Stream Function

Using the definition of stream function, we can write  

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                     ( 21.2)  

Combining Eqs (21.1) and (21.2) with the above said relations for stream function, it is possible to write

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                                    ( 21.3)  

 

Velocity Potential Function

 Because of irrotationality, it should satisfy

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

Eqs (21.1) and (21.2) and the above solution of Laplace's equation yields

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                                                    ( 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

 

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                       (21.5)                                              


 

 

  • In Fig. 21.1, point 0 can be imagined as a point vortex that induces the circulatory flow around it.
  • The point vortex is a singularity in the flow field (vθ becomes infinite).
  •  Point 0 is simply a point formed by the intersection of the plane of a paper and a line perpendicular to the plane.
  • This line is called vortex filament of strength  Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)  where Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE) is the circulation around the vortex filament .

Circulation is defined as  

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

This circulation constant denotes the algebraic strength of the vortex filament contained within the closed curve. From Eq. (21.6) we can write

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                    (21.6)

For a two-dimensional flow  

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                     ( 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).

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

After simplification      

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

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

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

For a circular path (refer Fig.21.2)           

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

Thus, 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)  

Therefore 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)  = 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.

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

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

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

 

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).

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

we can write

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                     (21.10)

 

Equation (21.10) predicts that

  1. The circulation is zero at the origin

  2.  It increases with increasing radius.

  3.  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

  1. The circulation around any closed contour is invariant with time in an inviscid fluid.--- Kelvin's Theorem
  2. A body of inviscid fluid in irrotational motion continues to move irrotationally.------------ Cauchy's Theorem
  3.  

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.

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

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

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                                                          (21.11)

Similarly, 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                                         (21.12)

Expanding θ1 and θ2 in terms of coordinates of p and s

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                                 (21.13)

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                           (21.14)

 

Using 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

we find

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

 

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

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

Hence        Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                         (21.15)

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

  Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                         (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  Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)   is increased to an infinite value.

These are assumed to be accomplished in a manner which makes the product of s and Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)(in limiting case) a finite value x

 give this us

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

Streamlines, Velocity Potential for a Doublet

We have seen in the last lecture that the streamlines associated with the doublet are

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

If we replace sinθ by y/r, and the minus sign be absorbed in C1 , we get

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                     (21.17a)

 

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                               (21.17b)

 

Equation (21.17b) represents a family of circles with

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

  • 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.

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

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

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

In cartresian coordinate the equation becomes

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                    (21.18)

 

Once again we shall obtain a family of circles

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

  • 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

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

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 Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)=0

 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)                                                                      (21.19)

 

Applying Stokes Theorem between the line integral and the area-integral
 

Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)

 

From Eq. 21.20 the obvious conclusion is  Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE)   i.e., doublet flow is an irrotational flow.

The document Concept of Circulation in a Free Vortex Flow | Additional Documents & Tests for Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Additional Documents & Tests for Civil Engineering (CE).
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FAQs on Concept of Circulation in a Free Vortex Flow - Additional Documents & Tests for Civil Engineering (CE)

1. What is circulation in a free vortex flow?
Ans. Circulation in a free vortex flow refers to the movement of fluid particles around a closed loop in a rotating flow field. It is a fundamental concept in fluid dynamics and is characterized by the conservation of angular momentum. In a free vortex flow, the velocity of the fluid particles is inversely proportional to their distance from the center of rotation, creating a rotational motion.
2. How is circulation calculated in a free vortex flow?
Ans. Circulation in a free vortex flow can be calculated using the principle of conservation of angular momentum. Mathematically, it is given by the integral of the tangential velocity around a closed curve enclosing the vortex. The circulation can be calculated as the line integral of the tangential velocity component multiplied by the length of the curve.
3. What are the applications of free vortex flow in civil engineering?
Ans. Free vortex flow has several applications in civil engineering. One of the common applications is in the design and analysis of hydraulic structures such as spillways and weirs. Understanding free vortex flow helps engineers predict the flow patterns and velocities around these structures, which is crucial for their safe and efficient operation. Free vortex flow is also used in the design of centrifugal pumps and turbines.
4. How does circulation affect the flow characteristics in a free vortex flow?
Ans. Circulation has a significant impact on the flow characteristics in a free vortex flow. The circulation determines the strength of the vortex and affects the velocity distribution within the flow field. Higher circulation values result in stronger vortices with higher velocities near the center and slower velocities towards the outer regions. The circulation also influences the pressure distribution and the forces acting on the fluid particles.
5. What are the factors that can influence the circulation in a free vortex flow?
Ans. Several factors can influence the circulation in a free vortex flow. The angular velocity of the vortex, the shape of the vortex core, and the presence of external forces such as gravity or buoyancy can affect the circulation. Additionally, changes in the boundary conditions, such as the introduction of obstacles or changes in the fluid properties, can also alter the circulation. These factors need to be considered in the analysis and design of systems involving free vortex flows.
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