Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Flow Past a Source
When a uniform flow is added to that due to a source -

  • fluid emitted from the source is swept away in the downstream direction
  • stream function and velocity potential for this flow will be the sum of those for uniform flow and source

Stream function; Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
Velocity Potential; Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
so,  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
and   Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
               Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
Fig 23.1  The streamlines of the flow past a line source for equal increments of 2πψ/q
              The Plane coordinates are x/a, y/a where a=k/u

Explanation of Figure

  • At the point x = -a, y = 0 fluid velocity is zero.
  • This is called stagnation point of the flow
  • Here the source flow is turned around by the oncoming uniform flow
  • The parabolic streamline passing through stagnation point  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)  seperates uniform flow from the source flow.
  • The streamline becomes parallel to x axis as  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)


Flow Past Vortex
 when uniform flow is superimposed with a vortex flow -

  • Flow will be asymmetrical about x - axis
  • Again stream function and velocity potential will be the sum of those for uniform flow and vortex flow

Stream Function:  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

Velocity Potential:   Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
so that;  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)


Flow About a Rotating Cylinder
 Magnus Effect

Flow about a rotating cylinder is equivalent to the combination of flow past a cylinder and a vortex. 
As such in addition to superimposed uniform flow and a doublet, a vortex is thrown at the doublet centre which will simulate a rotating cylinder in uniform stream.

 The pressure distribution will result in a force, a component of which will culminate in lift force

 The phenomenon of generation of lift by a rotating object placed in a stream is known as Magnus effect.

Velocity Potential and Stream Function

The velocity potential and stream functions for the combination of doublet, vortex and uniform flow are
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)   (clockwise rotation)   (23.1)

Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)     (clockwise rotation)   (23.2)

By making use of either the stream function or velocity potential function, the velocity components are (putting x= rcosθ and y= rsinθ )
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)    (23.3)

Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)   (23.4)


Stagnation Points
 At the stagnation points the velocity components must vanish. From Eq. (23.3), we get
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)      (23.5)

olution :

        From Eq. (23.5) it is evident that a zero radial velocity component may occur at
       Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

  • along the circle,   Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)


Eq. (23.4) depicts that a zero transverse velocity requires
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

At the stagnation point, both radial and transverse velocity components must be zero .
Thus the location of stagnation point occurs at
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

There will be two stagnation points since there are two angles for a given sine except for sin-1(±1)

Determination of Stream Line

The streamline passing through these points may be determined by evaluating ψ at these points.

 Substitution of the stagnation coordinate (r, θ) into the stream function (Eq. 23.2) yield
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)   (23.7)

Equating the general expression for stream function to the above constant, we get
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

By rearranging we can write
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)   (23.8)
All points along the circle Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE) satisfy Eq. (23.8) , since for this value of r, each quantity within parentheses in the equation is zero.

Considering the interior of the circle (on which ψ = 0) to be a solid cylinder, the outer streamline pattern is shown in Fig 23.2.
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

At the stagnation point
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
The limiting case arises for  Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)  and two stagnation points meet at the bottom as shown in Fig. 23.3.

In the case of a circulatory flow past the cylinder, the streamlines are symmetric with respect to the y-axis. The presures at the points on the cylinder surface are symmetrical with respect to the y-axis. There is no symmetry with respect to the x-axis. Therefore a resultant force acts on the cylinder in the direction of the y-axis, and the resultant force in the direction of the x-axis is equal to zero as in the flow without circulation; that is, the D'Alembert paradox takes place here as well. Thus, in the presence of circulation, different flow patterns can take place and, therefore, it is necessary for the uniqueness of the solution, to specify the magnitude of circulation.
Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)
Fig 23.3    Flow Past a Circular Cylinder with Circulation Value Flow Past a Source (Part - 1) | Additional Documents & Tests for Civil Engineering (CE)

However, in all these cases the effects of the vortex and doublet become negligibly small as one moves a large distance from the cylinder.

The flow is assumed to be uniform at infinity.

We have already seen that the change in strength G of the vortex changes the flow pattern, particularly the position of the stagnation points but the radius of the cylinder remains unchanged.



 

 

The document Flow Past a Source (Part - 1) | 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 Flow Past a Source (Part - 1) - Additional Documents & Tests for Civil Engineering (CE)

1. What is the concept of flow past a source?
Ans. Flow past a source refers to the movement of fluid around a source or a single point from where fluid is being emitted. It is a fundamental concept in fluid mechanics where the fluid flows radially outward from the source point.
2. How does flow past a source affect the surrounding fluid?
Ans. Flow past a source affects the surrounding fluid by creating a radial flow pattern. The fluid moves away from the source in a symmetric manner, resulting in a diverging flow. The velocity of the fluid decreases as it moves away from the source due to the conservation of mass.
3. What factors determine the behavior of flow past a source?
Ans. The behavior of flow past a source is determined by several factors, including the strength of the source, the distance from the source, and the properties of the fluid. The strength of the source affects the velocity of the fluid, while the distance from the source determines the spread of the flow. The properties of the fluid, such as viscosity and density, also play a role in shaping the flow pattern.
4. How is the velocity distribution in flow past a source?
Ans. In flow past a source, the velocity distribution follows an inverse relationship with the radial distance from the source. As the distance increases, the velocity decreases. This relationship can be mathematically described using the equation v = Q / (2πr), where v is the velocity at a given radial distance r and Q is the strength of the source.
5. What are the practical applications of studying flow past a source in civil engineering?
Ans. The study of flow past a source has several practical applications in civil engineering. It is used to analyze and design drainage systems, understand the behavior of groundwater flow, and model pollutant dispersion in water bodies. It is also relevant in the design of dams, bridges, and other hydraulic structures where the flow of water needs to be considered.
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