Inviscid & Incompressible flow < 3.1. Introduction and Road Map...

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Aerodynamics 2017 fall -1- < 3.1. Introduction and Road Map > Inviscid & Incompressible flow Basic aspects of inviscid, incompressible flow Bernoulli’s Equation Laplaces’s Equation Some Elementary flows Some simple applications 1.Venturi 2. Low-speed wind tunnel 3. Pitot tube General philosophy and use in solving problems Synthesis of complex flows from a superposition of elementary flows Uniform flow Sources and sinks Doublet Vortex flow Flow over semiinfinite and oval- shaped bodies Nonlifiting flow over a cylinder Lifiting flow over a cylinder Kutta- Joukowski theorem General nonlifting bodies; source panel numerical technique

Transcript of Inviscid & Incompressible flow < 3.1. Introduction and Road Map...

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Aerodynamics 2017 fall - 1 -

< 3.1. Introduction and Road Map >

Inviscid & Incompressible flow

Basic aspects of inviscid, incompressible flow

Bernoulli’sEquation

Laplaces’sEquation

Some Elementaryflows

Some simpleapplications

1.Venturi2. Low-speedwind tunnel3. Pitot tube

Generalphilosophy anduse in solving

problems

Synthesis ofcomplex flows

from a superpositionof elementary

flows

Uniform flow

Sources and sinks

Doublet

Vortex flow

Flow oversemiinfiniteand oval-

shaped bodies

Nonlifitingflow overa cylinder

Lifitingflow overa cylinder

Kutta-Joukowskitheorem

Generalnonlifting

bodies; source panel numerical

technique

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Inviscid & Incompressible flow

< 3.2. Bernoulli’s Equation >

From the momentum equation

For an inviscid and steady flow without no body force

: x-dir. Momentum equation

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Inviscid & Incompressible flow

< 3.2. Bernoulli’s Equation >

Multiply dx

From the equation of streamline

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Inviscid & Incompressible flow

< 3.2. Bernoulli’s Equation >

Similarly,

: x-dir.

: y-dir.

: z-dir.

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Inviscid & Incompressible flow

< 3.2. Bernoulli’s Equation >

along a streamline

If incompressible,

If irrotational,

along a streamline

everywhere

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Inviscid & Incompressible flow

< 3.3. The Venturi and Low-Speed Wind Tunnel >

Venturi tube

Assume)

• 1. Quasi-one-dimensional flow

(the properties are uniform across the x-section)

• 2. Inviscid flow

• 3. Steady flow

Continuity equation

steady

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Inviscid & Incompressible flow

< 3.3. The Venturi and Low-Speed Wind Tunnel >

Venturi tube

r2

r1

at the wall

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Inviscid & Incompressible flow

< 3.3. The Venturi and Low-Speed Wind Tunnel >

Venturi tube

Incompressible

Use two equations

1. Continuity eq.

2. Bernoulli’s eq.

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Inviscid & Incompressible flow

< 3.3. The Venturi and Low-Speed Wind Tunnel >

Low-speed wind tunnel

How to measure the pressure difference?

Manometer

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Inviscid & Incompressible flow

< 3.4. Pitot Tube >

Low-speed wind tunnel

Dynamic pressure

Static pressure

Total pressure

p0p1

V1

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Inviscid & Incompressible flow

< 3.5. Pressure Coefficient >

Low-speed wind tunnel

: Over all the range of speed

For incompressible flow

: works for M<0.3 (low subsonic)

* freestream * stagnation point

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Inviscid & Incompressible flow

< 3.6. Condition on Velocity for Incompressible Flow

>

Continuity equation

Incompressible

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Inviscid & Incompressible flow

< 3.7. Laplace’s Equation >

* In 2D,

Laplace’s equation

Note)1. For irrotational, incompressible flow, and are both solutions of Laplace equation.2. Since Laplace equation is linear, the solution can be superimposed, so that anycomplex flow is expressed by adding elementary.

* In irrotational flow,

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Inviscid & Incompressible flow

< 3.7. Laplace’s Equation >

i) Infinity B.C.

ii) wall B.C.

slope of the streamline

Flow tangency condition