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Mathematical Tripos Part III Paper 77: Stokes Flow and Extensional Flow, Exams of Mathematics

The questions and instructions for paper 77 of the mathematical tripos part iii exam, focusing on stokes flow and extensional flow. Problems related to the papkovich-neuber representation of stokes flow, the dissipation due to the presence of a rigid sphere, and the extensional flow in a sandwiched layer. Students are required to use the stokes equations and the reciprocal theorem to solve the problems.

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2012/2013

Uploaded on 02/27/2013

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MATHEMATICAL TRIPOS Part III
Tuesday 7 June, 2005 9 to 12
PAPER 77
SLOW VISCOUS FLOW
Attempt at most THREE questions.
There are FOUR questions in total.
The questions carry equal weight.
Substantially complete answers will be viewed more favourably than fragments.
A Distinction mark can be gained by substantially complete answers to two questions.
STATIONERY REQUIREMENTS SPECIAL REQUIREMENTS
Cover sheet None
Treasury Tag
Script paper
You may not start to read the questions
printed on the subsequent pages until
instructed to do so by the Invigilator.
pf3
pf4
pf5

Partial preview of the text

Download Mathematical Tripos Part III Paper 77: Stokes Flow and Extensional Flow and more Exams Mathematics in PDF only on Docsity!

MATHEMATICAL TRIPOS Part III

Tuesday 7 June, 2005 9 to 12

PAPER 77

SLOW VISCOUS FLOW

Attempt at most THREE questions.

There are FOUR questions in total. The questions carry equal weight.

Substantially complete answers will be viewed more favourably than fragments.

A Distinction mark can be gained by substantially complete answers to two questions.

STATIONERY REQUIREMENTS SPECIAL REQUIREMENTS

Cover sheet None Treasury Tag Script paper

You may not start to read the questions

printed on the subsequent pages until

instructed to do so by the Invigilator.

The Papkovich–Neuber representation of Stokes flow is

u = ∇(x · Φ + χ) − 2 Φ, p = 2μ∇ · Φ, where ∇^2 χ = 0 and ∇^2 Φ = 0.

1 Let u be a Stokes flow (with no body force) in a region V with bounding surface ∂V and outward normal n. Given that the local rate of viscous dissipation is σ : e, where σ is the stress tensor and e the strain-rate tensor, show that the total dissipation is given by

D =

∂V

u · σ · n dS.

Let u 0 be the Stokes flow in V 0 due to a specified velocity U 0 (x) on ∂V 0 , and let u 0 + u′^ be the Stokes flow, with stress tensor σ 0 + σ′, produced by adding a rigid, force- free, couple-free particle to the flow while maintaining the velocity equal to U 0 (x) on ∂V 0. Show that the increase D′^ in dissipation due to the presence of the particle is given by

D′^ =

∂V 0

U 0 · σ′^ · n dS

and, using the Reciprocal Theorem or otherwise, show further that

D′^ =

A

(u 0 · σ′^ − u′^ · σ 0 ) · (−n) dS,

where A is the surface of the particle and −n is its outward normal.

A force-free couple-free rigid sphere of radius a is placed at the origin in an unbounded strain flow with uniform strain rate E. Find the perturbation to the flow arising from the presence of the sphere. Given that the total stress on the surface of the sphere is σ 0 + σ′^ = 5μ

(n · E · n)(I − 2 nn) + (E · n)n + n(E · n)

calculate the increase in dissipation due to the presence of the sphere.

[You may assume that the difference between the unbounded situation and the case U 0 = E · x on r = R, where R  a, is negligible near the sphere.]

A volume fraction φ of such spheres is now distributed throughout the straining flow, where φ  1 so that interaction between the spheres can be neglected. Calculate the number of spheres per unit volume and deduce that the average increase in dissipation per unit volume is such that the fluid appears to have an effective viscosity

μeff = μ(1 + 52 φ).

Paper 77

3 A rigid cylindrical tube, radius a, contains fluid of viscosity μ and a force-free, couple-free rigid sphere with radius b and centre at distance c (with b + c < a) from the axis of the tube. Far ahead of and behind the sphere there is uniform Poiseuille flow. Explain why

(i) c is constant as the sphere is carried along by the flow,

(ii) a

∫ (^) x 2

x 1

∫ (^2) π

0

σrx(a, θ, x) dθ dx = πa^2 [p(x 2 ) − p(x 1 )],

where (r, θ, x) are cylindrical polar coordinates aligned with the tube, and x 1 and x 2 are two positions far from the sphere.

Consider the case b = (1 − )a and c = λa, where   1 and 0 6 λ < 1. Work in the frame moving with the sphere. Let the walls of the tube have velocity −U , and assume that the angular velocity of the sphere is negligible. The coordinates are chosen such that the width of the narrow gap between the sphere and the tube can be approximated by

h(θ, x) = h 0 (θ) + x^2 /(2a), where h 0 = (1 + λ cos θ)a.

Use scaling arguments to estimate the typical magnitudes of (a) the pressure gradient, the pressure and the shear stress in the narrow gap and (b) the pressure gradient and the shear stress ahead of and behind the sphere.

Show that in the gap

σxy μ

y=

4 U

h

6 q h^2

, where q = −

h^3 12 μ

∂p ∂x

U h 2

and y = a − r,

and find a similar expression for σxy on y = h. Explain carefully why q is approximately independent of x.

By considering (ii) at O(−^3 /^2 ), show that q = − 23 U h 0 (θ). Deduce that the pressure gradient far from the sphere is approximately

8 μU (1 − 43 )/a^2.

[You may assume that if In ≡

−∞

dξ (1 + ξ^2 )n^

then I 1 = π, I 2 =

π 2

and I 3 =

3 π 8

. You may

also assume that the volume flux in Poiseuille flow is (πa^4 / 8 μ)∂p/∂x.]

By considering (ii) at O(−^1 /^2 ), show further that the leading-order pressure drop across the sphere is (^) √ 2 

2 μU a

∫ (^2) π

0

dθ √ 1 + λ cos θ

Show that

σxy |y=hdx = 0 and comment on the significance of this result.

Paper 77

4 Fluid of viscosity μ and density ρ + ∆ρ spreads as a gravity current beneath fluid of density ρ and over a rigid horizontal surface z = 0. A constant uniform shear stress τ is exerted on the upper surface of the gravity current by some mechanism (such as an imposed background flow in the upper fluid). Surface tension is negligible.

Assuming that the gravity current can be described by lubrication theory, show that its thickness h(x, y, t) obeys

∂h ∂t

τ 2 μ

∂h^2 ∂x

∆ρ g 3 μ

h^3 ∇h

where x and y are the horizontal coordinates parallel and perpendicular to the shear stress τ. If h has typical magnitude H and varies on a horizontal lengthscale L what dimensionless groups must be small for the approximations of lubrication theory to hold?

Consider the case of steady flow from a point source at the origin of constant volume flux Q. At large distances x downstream, the thickness h(x, y) and cross-stream width 2 yN (x) of the current satisfy h  yN  x. By making suitable approximations and scaling estimates, show that yN ∝ x^1 /^3. Hence find a similarity solution for h(x, y) and determine the corresponding yN (x).

Sufficiently close to the source, the similarity solution does not apply since the lengthscales in the x and y directions are comparable. Use scaling arguments to estimate the distance that the current spreads upstream of the source, explaining the balance that determines this distance.

[END OF PAPER]

END OF PAPER

Paper 77