Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Lift and Drag for Flow About a Rotating Cylinder
The pressure at large distances from the cylinder is uniform and given by p0.

 Deploying Bernoulli's equation between the points at infinity and on the boundary of the cylinder,
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.9)

Hence,
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.10)

From Eqs (23.9) and (23.10) we can write
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.11)

The lift may calculated as
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

The drag force , which includes the multiplication by cosθ (and integration over 2π) is zero.

  • Thus the inviscid flow also demonstrates lift.

  •  lift becomes a simple formula involving only the density of the medium, free stream velocity and circulation.

  •  in two dimensional incompressible steady flow about a boundary of any shape, the lift is always a product of these three quantities.----- Kutta- Joukowski theorem


Aerofoil Theory
Aerofoils are streamline shaped wings which are used in airplanes and turbo machinery. These shapes are such that the drag force is a very small fraction of the lift. The following nomenclatures are used for defining an aerofoil
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
              Fig 23.4      Aerofoil Section
 

  • The chord (C) is the distance between the leading edge and trailing edge.
  • The length of an aerofoil, normal to the cross-section (i.e., normal to the plane of a paper) is called the span of a aerofoil.
  • The camber line represents the mean profile of the aerofoil. Some important geometrical parameters for an aerofoil are the ratio of maximum thickness to chord (t/C) and the ratio of maximum camber to chord (h/C). When these ratios are small, an aerofoil can be considered to be thin. For the analysis of flow, a thin aerofoil is represented by its camber.

The theory of thick cambered aerofoils uses a complex-variable mapping which transforms the inviscid flow across a rotating cylinder into the flow about an aerofoil shape with circulation


Flow Around a Thin Aerofoil

  • Thin aerofoil theory is based upon the superposition of uniform flow at infinity and a continuous distribution of clockwise free vortex on the camber line having circulation density y(s) per unit length . 
  • The circulation density y(s) should be such that the resultant flow is tangent to the camber line at every point.
  • Since the slope of the camber line is assumed to be small, y(s)ds = y(n)dη. The total circulation around the profile is given by
    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.13)


Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
Fig 23.5    Flow Around Thin Aerofoil

A vortical motion of strength  Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  develops a velocity at the point p which may be expressed as
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

The total induced velocity in the upward direction at point p due to the entire vortex distribution along the camber line is
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
For a small camber (having small α), this expression is identically valid for the induced velocity at point p' due to the vortex sheet of variable strength y(s) on the camber line. The resultant velocity due to  Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  and v(x) must be tangential to the camber line so that the slope of a camber line may be expressed as
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.15)

From Eqs (23.14) and (23.15) we can write
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
Consider an element ds on the camber line. Consider a small rectangle (drawn with dotted line) around ds. The upper and lower sides of the rectangle are very close to each other and these are parallel to the camber line. The other two sides are normal to the camber line. The circulation along the rectangle is measured in clockwise direction as
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)[normal component of velocity at the camber line should be 
If the mean velocity in the tangential direction at the camber line is given by  Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  it can be rewritten as
Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

if v is very small  Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  becomes equal to Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE). The difference in velocity across the camber line brought about by the vortex sheet of variable strength  y(s) causes pressure difference and generates lift force.

 

Generation of Vortices Around a Wing

  • The lift around an aerofoil is generated following Kutta-Joukowski theorem . Lift is a product of ρ , Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE) and the circulation  Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE) .
    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)

 

  • When the motion of a wing starts from rest, vortices are formed at the trailing edge.
  • At the start, there is a velocity discontinuity at the trailing edge. This is eventual because near the trailing edge, the velocity at the bottom surface is higher than that at the top surface. This discrepancy in velocity culminates in the formation of vortices at the trailing edge. 
  • Figure 23.6(a) depicts the formation of starting vortex by impulsively moving aerofoil. However, the starting vortices induce a counter circulation as shown in Figure 23.6(b). The circulation around a path (ABCD) enclosing the wing and just shed (starting) vortex must be zero. Here we refer to Kelvin's theorem once again.

    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
     
  • Initially, the flow starts with the zero circulation around the closed path. Thereafter, due to the change in angle of attack or flow velocity, if a fresh starting vortex is shed, the circulation around the wing will adjust itself so that a net zero vorticity is set around the closed path. 
  • Real wings have finite span or finite aspect ratio (AR) λ , defined as
    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)   (23.16)
     

where b is the span length, As is the plan form area as seen from the top.. 

  • For a wing of finite span, the end conditions affect both the lift and the drag. In the leading edge region, pressure at the bottom surface of a wing is higher than that at the top surface. The longitudinal vortices are generated at the edges of finite wing owing to pressure differences between the bottom surface directly facing the flow and the top surface 
    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)
    Flow Past a Source (Part - 2) | Additional Documents & Tests for Civil Engineering (CE)  
The document Flow Past a Source (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 Past a Source (Part - 2) - Additional Documents & Tests for Civil Engineering (CE)

1. What is a source in fluid mechanics?
Ans. In fluid mechanics, a source refers to a hypothetical point in space where fluid is continuously being emitted or injected. It acts as a localized fluid flow generator, where fluid flows outward in all directions from the source with a uniform velocity.
2. How does a source affect the flow of fluid?
Ans. A source affects the flow of fluid by creating a radial flow pattern around it. The fluid flows away from the source in a symmetrical manner, resulting in a velocity field that decreases with increasing distance from the source. This leads to a divergence of fluid flow lines, creating a characteristic flow pattern.
3. What are the applications of source flows in civil engineering?
Ans. Source flows have various applications in civil engineering, including groundwater flow analysis, dispersion of pollutants in water bodies, and designing drainage systems. Understanding the behavior of flow past a source is crucial in analyzing and predicting fluid flow patterns in these applications.
4. How is the flow past a source mathematically described?
Ans. The flow past a source is mathematically described using the concept of a source strength or source flow rate. The velocity potential function, φ, can be derived using Laplace's equation and the boundary conditions. The velocity components in polar coordinates (r, θ) can then be obtained by taking derivatives of φ with respect to r and θ.
5. Can a source flow exist in two-dimensional flow scenarios?
Ans. Yes, a source flow can exist in two-dimensional flow scenarios. In such cases, the fluid flows radially outward from the source, creating a symmetric flow pattern. The velocity magnitude decreases as the distance from the source increases, following a mathematical relationship that depends on the source strength and the flow conditions.
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