Usual Notation - Hydrodynamics - Exam, Exams of Dynamics

This is the Exam of Hydrodynamics and its key important points are: Usual Notation, Long Straight Pipe, Pumping Pressure, Atmospheric Pressure, Conservation, Stream Function, Velocity Potential, Streamlines, Condition Satisfied, Velocity Field

Typology: Exams

2012/2013

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PRIFYSGOL CYMRU / UNIVERSITY OF WALES
ABERYSTWYTH
INSTITUTE OF MATHEMATICS & PHYSICS
SEMESTER 2 EXAMINATIONS, MAY/JUNE 2009
MA25610 – HYDRODYNAMICS I
Time allowed – 2hours
All questions may be attempted. Full marks will be given for complete answers to
all questions in Section A and to two questions in Section B. In Section B, credit will
be given for the BEST TWO answers.
Marks gained from questions in Section B will be given greater consideration in
assessing a first class performance.
Calculators are permitted, provided they are silent, self-powered, without
communications facilities, and incapable of holding text or other material that could
be used to give a candidate an unfair advantage. They must be made available on
request for inspection by invigilators, who are authorised to remove any suspect
calculators.
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PRIFYSGOL CYMRU / UNIVERSITY OF WALES

ABERYSTWYTH

INSTITUTE OF MATHEMATICS & PHYSICS

SEMESTER 2 EXAMINATIONS, MAY/JUNE 2009

MA25610 – HYDRODYNAMICS I

Time allowed – 2hours

All questions may be attempted. Full marks will be given for complete answers to

all questions in Section A and to two questions in Section B. In Section B, credit will

be given for the BEST TWO answers.

Marks gained from questions in Section B will be given greater consideration in

assessing a first class performance.

Calculators are permitted, provided they are silent, self-powered, without

communications facilities, and incapable of holding text or other material that could

be used to give a candidate an unfair advantage. They must be made available on

request for inspection by invigilators, who are authorised to remove any suspect

calculators.

Useful formulae

In the usual notation:

3 3 3

2 2 2

1 1 1 h x

h x

h x

grad e e e

3

1 2 3

2

1 3 2

1

2 3 1

1 2 3 x

hhu

x

hhu

x

hhu

hhh

div u

3 2

1 1

1

2 2

1 2

2 1

3 3

3

1 1

1 3

1 3

2 2

2

3 3

2 3 x

hu

x

hu

hh

x

hu

x

hu

hh

x

hu

x

hu

hh

curl u e e e

Alternatively:

11 2 2 3 3

1 2 3

1 1 2 2 3 3

12 3 hu hu hu

x x x

h h h

hhh

curl ∂

e e e

u

3 3

1 2

2 2 3

1 3

1 1 2

2 3

1 2 3 1

2

h x

hh

h x x

hh

h x x

hh

hhh x

1 φ φ φ φ

Section B

  1. a) A point source has a velocity potential given by

4 r

m

π

φ = in terms of standard

spherical polar coordinates. Determine the velocity field and show that the source

strength m is equal to the volumetric flow rate emitted from the source. [6]

b) Derive the velocity potential corresponding to a point doublet. [12]

c) A point source of strength m is placed in a uniform stream of speed U. Show

that the flow contains a single stagnation point that occurs on the axis of

symmetry, at a distance

4 U

m

π

upstream of the source. [12]

  1. A spherical bubble of gas is initially of radius a, and at a pressure P 0. It expands

in an infinite expanse of incompressible liquid of density ρ in which the pressure

at infinity is zero. The liquid flow is irrotational. The gas is initially at rest and its

pressure, p and volume, V are governed by the equation

4 pV 3 = constant. Prove

that the bubble doubles its radius in time:

0

28 2

15

a

P

ρ

. [30]

  1. Explain, briefly, the method of images in the solution of hydrodynamic flows. [5]

An infinite flat barrier is located at z = 0. An incompressible, inviscid fluid of

density ρ, occupies the semi-infinite space z > 0. The pressure in the fluid is p 0

when it is undisturbed. A point doublet of strength μ , placed parallel to Oz, is

introduced at the point (a,0,0) relative to a standard set of spherical polar

coordinates with origin at O. Construct an image system for this flow and show

that the pressure on the barrier is minimum at r = a/2. [25]