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Analysis of Potential Flows through Complex Variables

The properties exhibited by the velocity potential and stream function of two dimensional irrotational flow of an inviscid fluid are identical to those exhibited by the real and imaginary part of an analytic function of a complex variable. It is natural to combine Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  into an analytic function of a complex variable z = x + ly in the region of z plane occupied by the flow. Here,  Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  is called imaginary unit.

 

An analytic function, Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                            (22.11)

and Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                    (22.12)

 

These are known as Cauchy-Riemann condition. Also, u and v are real single valued continuous functions. We get from the above

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

Therefore  Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

Consider   Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                       (22.13)

 

where Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE) is velocity potential function and ψ  is stream function. This leads to 

 

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

which means                Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

Finally we get              Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

This completes the definition

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                            ( 22.14)

Also  Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                             (22.15)

 

Therefore Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE) are perpendicular to each other.

Let us consider another function or complex potential

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                (22.16)

 

 

Therefore, we get

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

Therefore, 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                           (22.17)

 

 

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

Now consider another situation, where the complex potential is given by

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                             (22.18) 

 

and 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

Therefore     A z = F(z) signifies uniform flow. The flow was earlier represented via Figure 20.2(a)

We may choose yet another complex potential, given by

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                                             (22.19)

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                          (22.20)
 

This signifies

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                                   (22.21)

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                                 (22.22)

The flow is basically elementary uniform flow at an angle as represented by  Figure 20.2(b)

 

Consider another complex potential given by

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)                                                                                                   (22.23)

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

We obtain  Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   

If A is positive, ψ is in the outward direction and it is a source flow Figure 20.3. If A is negative, ψ is in the inward direction and it is sink flow.

The radial and tangential component of velocities are given by

 

Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

Let

 

  Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

 

The quantity K is,

 

 Flow About a Cylinder without Circulation (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

The document Flow About a Cylinder without Circulation (Part - 2) | 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 - 2) - Additional Documents & Tests for Civil Engineering (CE)

1. What is the flow around a cylinder without circulation?
Ans. The flow around a cylinder without circulation refers to the flow of fluid around a cylindrical object without any swirling motion or vortex formation. It is characterized by the absence of any rotational movement in the fluid, resulting in a steady and uniform flow pattern.
2. What are the factors that affect the flow around a cylinder without circulation?
Ans. The flow around a cylinder without circulation is influenced by several factors, including the velocity of the fluid, the diameter of the cylinder, the fluid density, and the viscosity of the fluid. These factors determine the flow regime, pressure distribution, and drag force experienced by the cylinder.
3. How does the diameter of the cylinder affect the flow around it without circulation?
Ans. The diameter of the cylinder has a significant impact on the flow around it without circulation. As the diameter increases, the flow pattern transitions from laminar to turbulent. In laminar flow, the fluid moves in smooth layers, while in turbulent flow, the fluid exhibits chaotic and irregular motion. The transition point from laminar to turbulent flow is influenced by the Reynolds number, which is directly proportional to the cylinder diameter.
4. What is the significance of the pressure distribution in the flow around a cylinder without circulation?
Ans. The pressure distribution in the flow around a cylinder without circulation plays a crucial role in determining the behavior of the fluid. In the case of a cylinder without circulation, the pressure distribution is symmetric, with higher pressure on the upstream side and lower pressure on the downstream side. This pressure difference creates a net force on the cylinder, known as drag force, which opposes its motion.
5. How does the viscosity of the fluid affect the flow around a cylinder without circulation?
Ans. The viscosity of the fluid affects the flow around a cylinder without circulation by influencing the flow regime and the drag force experienced by the cylinder. Higher viscosity fluids tend to exhibit more laminar flow, while lower viscosity fluids tend to exhibit more turbulent flow. Additionally, higher viscosity fluids generally result in higher drag forces on the cylinder due to increased friction between the fluid and the cylinder's surface.
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