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Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE) PDF Download

..contd...Analysis of Potential Flows through Complex Variables

Let us combine a source and sink now. Refer to Figure 21.4.The complex potential is given by

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                 (22.24)

 

This follows

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

 

We know,

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

or ,

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

 

 

Therefore,

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                 (22.25)

We also find

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

That results in

 

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Under the limiting condition of Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)  (the flow becomes a doublet)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

 

We also know,

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

 

The strength of the doublets given by  Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

We get family of velocity potential from  Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)   constant lines

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

or

 

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                                       (22.27)

 

 

This is the equation for Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE) constant lines (also see Figure 21.5)

Now from equation (22.25), for the limiting case of s → 0 , one can write

 

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

 

The streamlines associated with the doublet are

     ψ = constant lines, which can be expressed as

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                       (22.28)

 

This is the equation for   ψ =  constant lines  (see Figure 21.5)

Therefore for the doublet

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)       

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

and,  Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)              

 

It can also be written as         

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                            (22.30)

 

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)      

 

f s → 0  the F(z) represents a doublet.

Under the limiting conditions,

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 3) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                         (22.31)

 

Thus, by using the elementary complex potential for source, sink, doublet, uniform flow, vortex flow etc more complicated fields can be constructed via the method of superposition. Especially, external flow past objects of various shapes can be simulated. However, for the first course, we shall follow simpler approach and construct various complex flows without using the route of complex potentials. We shall take up such exercises in the following lectures.              

 

 

The document Flow About a Cylinder without Circulation (Part - 3) | 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 About a Cylinder without Circulation (Part - 3) - Additional Documents & Tests for Civil Engineering (CE)

1. What is the significance of flow without circulation around a cylinder in civil engineering?
Ans. Flow without circulation around a cylinder is significant in civil engineering as it helps in understanding the behavior of fluid flow around structures such as bridges, offshore platforms, and piers. By studying this flow pattern, engineers can design structures that can withstand the forces exerted by fluid flow without experiencing excessive vibrations or damage.
2. How does flow without circulation affect the stability of a cylinder in water?
Ans. Flow without circulation around a cylinder improves the stability of the cylinder in water. When there is no circulation, the flow separates smoothly from the surface of the cylinder, creating a favorable pressure distribution. This pressure distribution counters the lift forces acting on the cylinder, reducing the chances of instability or vibration.
3. What factors influence the occurrence of flow without circulation around a cylinder?
Ans. Several factors influence the occurrence of flow without circulation around a cylinder in civil engineering. These factors include the shape and size of the cylinder, the velocity of the fluid, the viscosity of the fluid, and the angle of attack. By manipulating these factors, engineers can design structures that experience flow without circulation, ensuring their stability.
4. Can flow without circulation be achieved around any shape other than a cylinder?
Ans. Flow without circulation can be achieved around other shapes besides a cylinder. However, the flow behavior may vary depending on the shape and its geometry. The concept of flow without circulation can be applied to streamlined shapes, such as airfoils or streamlined bridge piers, to minimize drag and improve stability.
5. How can flow without circulation be utilized in civil engineering designs?
Ans. Flow without circulation can be utilized in civil engineering designs to minimize the drag force on structures exposed to fluid flow. By reducing drag, engineers can optimize the design of bridges, offshore platforms, and other structures, making them more efficient and cost-effective. Additionally, flow without circulation helps in reducing vibrations and the potential for structural damage caused by fluid forces.
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