Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request.

Similar documents
UNIVERSITY OF EAST ANGLIA

Candidates must show on each answer book the type of calculator used. Only calculators permitted under UEA Regulations may be used.

Fluid Dynamics Exercises and questions for the course

UNIVERSITY of LIMERICK

Exercise 5: Exact Solutions to the Navier-Stokes Equations I

MA3D1 Fluid Dynamics Support Class 5 - Shear Flows and Blunt Bodies

2 Law of conservation of energy

F11AE1 1. C = ρν r r. r u z r

α 2 )(k x ũ(t, η) + k z W (t, η)

3 Generation and diffusion of vorticity


Fundamentals of Fluid Dynamics: Elementary Viscous Flow

UNIVERSITY OF OSLO. Faculty of Mathematics and Natural Sciences. MEK4300/9300 Viscous flow og turbulence

Part II. Fluid Dynamics II. Year

ME 509, Spring 2016, Final Exam, Solutions

Laminar Boundary Layers. Answers to problem sheet 1: Navier-Stokes equations

CHAPTER 4 ANALYTICAL SOLUTIONS OF COUPLE STRESS FLUID FLOWS THROUGH POROUS MEDIUM BETWEEN PARALLEL PLATES WITH SLIP BOUNDARY CONDITIONS

7 The Navier-Stokes Equations

AE/ME 339. K. M. Isaac Professor of Aerospace Engineering. 12/21/01 topic7_ns_equations 1

5.8 Laminar Boundary Layers


AE/ME 339. Computational Fluid Dynamics (CFD) K. M. Isaac. Momentum equation. Computational Fluid Dynamics (AE/ME 339) MAEEM Dept.

Chapter 9: Differential Analysis

A Simple Turbulence Closure Model. Atmospheric Sciences 6150

BOUNDARY LAYER ANALYSIS WITH NAVIER-STOKES EQUATION IN 2D CHANNEL FLOW

TOPICS IN MATHEMATICAL PHYSICS: FLUID DYNAMICS

A Simple Turbulence Closure Model

Chapter 6 Laminar External Flow

Chapter 5. The Differential Forms of the Fundamental Laws

FLUID DYNAMICS, THEORY AND COMPUTATION MTHA5002Y

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)

0 = p. 2 x + 2 w. z +ν w

Exercise: concepts from chapter 10

6.2 Governing Equations for Natural Convection

VISCOUS FLOW DUE TO A SHRINKING SHEET

Do not turn over until you are told to do so by the Invigilator.

Chapter 9: Differential Analysis of Fluid Flow

Differential relations for fluid flow

Exam in Fluid Mechanics 5C1214


Chapter 9 Flow over Immersed Bodies

Hydrodynamic Lubrication

Masters in Mechanical Engineering. Problems of incompressible viscous flow. 2µ dx y(y h)+ U h y 0 < y < h,

Part IB Fluid Dynamics

2. FLUID-FLOW EQUATIONS SPRING 2019

Stability of Shear Flow

PAPER 333 FLUID DYNAMICS OF CLIMATE

Boundary Layer Theory. v = 0, ( v)v = p + 1 Re 2 v. Consider a cylinder of length L kept in a inviscid irrotational flow.

Governing Equations of Fluid Dynamics

. p.1/31. Department Mathematics and Statistics Arizona State University. Don Jones

ESS Turbulence and Diffusion in the Atmospheric Boundary-Layer : Winter 2017: Notes 1

Turbulent drag reduction by streamwise traveling waves

Chapter 1. Governing Equations of GFD. 1.1 Mass continuity

Getting started: CFD notation

Conservation of Mass. Computational Fluid Dynamics. The Equations Governing Fluid Motion

Effect of Couple Stresses on the MHD of a Non-Newtonian Unsteady Flow between Two Parallel Porous Plates

Turbulence Modeling I!

7.6 Example von Kármán s Laminar Boundary Layer Problem

Fluid Mechanics II Viscosity and shear stresses

Do not turn over until you are told to do so by the Invigilator.

Lecture 3: 1. Lecture 3.

Computational Fluid Dynamics 2

CHAPTER 7 SEVERAL FORMS OF THE EQUATIONS OF MOTION

3.5 Vorticity Equation

MAE 101A. Homework 7 - Solutions 3/12/2018

Exam in Fluid Mechanics SG2214

Introduction to Fluid Mechanics

Symmetries and invariant solutions of mathematical models of plastic ow during linear friction welding

Chapter 2. General concepts. 2.1 The Navier-Stokes equations

Math background. Physics. Simulation. Related phenomena. Frontiers in graphics. Rigid fluids

Lattice Boltzmann Method for Fluid Simulations

Numerical Heat and Mass Transfer

Spatial discretization scheme for incompressible viscous flows

LEAST-SQUARES FINITE ELEMENT MODELS

David Abrecht. February 17, 2012

Fluid Dynamics for Ocean and Environmental Engineering Homework #2 Viscous Flow

0.2. CONSERVATION LAW FOR FLUID 9

Shell Balances in Fluid Mechanics

GFD 2012 Lecture 1: Dynamics of Coherent Structures and their Impact on Transport and Predictability

Week 2 Notes, Math 865, Tanveer

7. Basics of Turbulent Flow Figure 1.

Part IB. Fluid Dynamics. Year

Mathematical Concepts & Notation

Multiscale Hydrodynamic Phenomena

Numerical Simulation of Newtonian and Non-Newtonian Flows in Bypass

1 POTENTIAL FLOW THEORY Formulation of the seakeeping problem

In this section, mathematical description of the motion of fluid elements moving in a flow field is

Classical Mechanics III (8.09) Fall 2014 Assignment 7

Review of fluid dynamics

- Marine Hydrodynamics. Lecture 4. Knowns Equations # Unknowns # (conservation of mass) (conservation of momentum)

A Study on Numerical Solution to the Incompressible Navier-Stokes Equation

Turbulence is a ubiquitous phenomenon in environmental fluid mechanics that dramatically affects flow structure and mixing.

CHAPTER 4 BOUNDARY LAYER FLOW APPLICATION TO EXTERNAL FLOW

Lecture 8: Tissue Mechanics

Dynamics of Glaciers

Math 575-Lecture Viscous Newtonian fluid and the Navier-Stokes equations

ENGR Heat Transfer II

9. Boundary layers. Flow around an arbitrarily-shaped bluff body. Inner flow (strong viscous effects produce vorticity) BL separates

Basic concepts in viscous flow

Numerical methods for the Navier- Stokes equations

Transcription:

UNIVERSITY OF EAST ANGLIA School of Mathematics Spring Semester Examination 2004 FLUID DYNAMICS Time allowed: 3 hours Attempt Question 1 and FOUR other questions. Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request. Do not turn over until you are told to do so by the Invigilator. Copyright of the University of East Anglia

2 You may use the following vector identity, 2 u = ( u) ( u). In cylindrical polar coordinates, when u = u r + v θ +w ẑ, u = 1 r r θ ẑ r r θ z u rv w, 2 = 2 r + 1 2 r r + 1 2 r 2 θ 2, u = 1 r ψ θ, v = ψ, for streamfunction ψ. r In Cartesian coordinates, when u = ui + vj + wk, the Navier-Stokes equations are: ρ(u t + uu x + vu y + wu z ) = p x + µ(u xx + u yy + u zz ), ρ(v t + uv x + vv y + wv z ) = p y + µ(v xx + v yy + v zz ), ρ(w t + uw x + vw y + ww z ) = p z + µ(w xx + w yy + w zz ), u x + v y + w z = 0.

3 1. A plane jet of fluid of unit density penetrates an ambient gas, which is at atmospheric pressure p a. The undisturbed jet is confined between the lines y = a and y = a, where a > 0, and moves in the x direction at speed U at pressure P(x, y). Fix axes moving with the jet so that the fluid appears to be stationary. Let λ and ε be parameters, with ε 1. Perturb the jet such that its upper surface and lower surfaces are now at y = f(x, t) = ±a + εa 1 (t) cos(λx). Inside the jet, let εu(x, y, t), εv(x, y, t) be the perturbation velocities in the x and y directions respectively, and εp(x, y, t) the perturbation pressure, so that the new jet pressure is p(x, y, t) = P + εp. The velocity perturbation satisfies v t = p y, and the pressure perturbation p(x, y, t) satisfies Laplace s equation 2 p x + 2 p 2 y = 0. 2 At the upper and lower surfaces, the pressure discontinuities are p y=a p a = κ, p a p y= a = κ, respectively, with the curvature given by κ = f xx (1 + f 2 x) 3/2. (i) Neglecting terms of size ε 2 and higher, show that κ = ελ 2 a 1 cos(λx). Hence show that p(x, ±a, t) = ±λ 2 a 1 cos(λx). (ii) Write u = û(y, t) cos(λx), v = ˆv(y, t) cos(λx) and p = ˆp(y, t) cos(λx). Neglecting terms of size ε 2 and higher, use the kinematic conditions at y = ±a and the results from (i) to derive the conditions ( 1 ) 2ˆp λ 2 t ± ˆp 2 y = 0 at y = ±a. (iii) Write ˆp = e st g(y). Confirm by direct substitution that g(y) = A cosh λy + B sinh λy. By satisfying the conditions derived in (ii), show that s 2 = λ 3 tanh(λa) or s 2 = λ 3 coth(λa). TURN OVER

4 2. Define the rate of strain tensor e ij and the vorticity tensor ξ ij. Explain their meaning in terms of the kinematics of the flow. By considering a small cube of fluid, explain why, if e 11 + e 22 + e 33 = 0, the local rate of change of volume is zero and the fluid is incompressible. For a fluid of density ρ which is flowing with velocity u, the continuity equation is given by Dρ + ρ u = 0. Dt State the Reynolds transport theorem. By considering a moving fluid parcel of volume V (t) and surface area S(t), derive the Navier-Stokes equations for an incompressible Newtonian fluid in the absence of a body force.

5 3. Viscous fluid flows along an open rectangular channel which is bounded by two stationary parallel semi-infinite walls at y = 0, y = b and a bottom wall at z = 0. The fluid occupies the region 0 y b and 0 z <. The bottom wall moves at speed U in the positive x direction. The flow is assumed to be steady and unidirectional in the x direction with velocity component u. The fluid is at rest a long way from z = 0. Use the continuity equation to show that u = u(y, z). Write down the boundary conditions to be satisfied by u on z = 0, at y = 0 and y = b, and as z. By considering the momentum equations, show that the horizontal pressure gradient p/ x must be constant. Assuming this constant to be zero, deduce that the fluid velocity u satisfies the two-dimensional Laplace s equation, 2 u y + 2 u 2 z = 0. 2 By seeking a separable solution which satisfies the boundary conditions, show that in the fluid domain u = 4U π (2k + 1) 1 sin{(2k + 1)πy/b}e (2k+1)πz/b. k=0 Show that the volume flux Q along the channel is given by Q = 8Ub2 π 3 k=0 1 (2k + 1) 3. TURN OVER

6 4. Show that the steady two-dimensional equations of incompressible Stokes flow, given by 0 = p + µ 2 u, u = 0, are satisfied provided that where ψ(x, y) is the streamfunction. 4 ψ = 0, (1) A very viscous fluid in Stokes flow occupies the infinite region 0 < r <, which is bounded by two solid walls at θ = 0, θ = α, where r and θ are plane polar coordinates. The wall θ = 0 moves at constant speed U in the negative x direction. The other wall θ = α is fixed. Write down appropriate boundary conditions for the fluid velocity on θ = 0 and θ = α. Assuming that the flow is modelled by equation (1), seek a solution in the form ψ = Urf(θ), and show that f(θ) satisfies the equation f + 2f + f = 0. Solve this equation and apply the boundary conditions to show that f(θ) = θ sin2 α cosθ (α 2 kθ) sin θ α 2 sin 2, α where k = 1 (2α sin 2α). 2

7 5. Incompressible fluid of kinematic viscosity ν flows at high Reynolds number over a flat rigid plate which occupies 0 < x <, y = 0. Justify the reduction of the steady Navier-Stokes equations to the boundary layer form u u x + v u y = U(x) U (x) + ν 2 u y 2, u x + v y = 0, where (u, v) are the velocity components in the (x, y) directions, and U(x) is the external slip velocity at the top of the boundary layer. Explain why the pressure does not vary across the boundary layer. Suppose that the external slip velocity U(x) = U, which is constant. Introducing a streamfunction, ψ, defined by ψ = (νu x) 1/2 f(η), where η = show that the momentum equation reduces to the form f + 1 2 ff = 0. ( U νx ) 1/2 y, State the boundary conditions to be satisfied by f(η) at the solid plate and as η. If the boundary layer momentum thickness, θ, is defined as show that θ = 0 u ( 1 u ) dy, U U ( νx ) 1/2 θ = 2 f (0). U TURN OVER

8 6. Define the vorticity of a fluid motion and explain what is meant by a Stokes layer at a solid wall in an oscillating flow. An incompressible Newtonian fluid occupies the region y > 0 above a stationary flat wall at y = 0, < x <. A flow is driven in the fluid by a pressure gradient p/ x = G cosωt, where G and ω are constants. The fluid velocity is bounded as y. If the flow is unidirectional, with u = u(y, t) and v = 0, show that u satisfies the equation u t = (G/ρ) cosωt + u ν 2 y, 2 where ν, ρ are the kinematic viscosity and density of the fluid respectively. Supply the boundary condition at the wall y = 0. Let σ = (ω/2ν) 1/2. Find the solution for u(y, t) and demonstrate that it is π/2 out of phase with the pressure gradient. Compute the vorticity in the fluid and state whether it is in or out of phase with the pressure gradient. Deduce the existence of a Stokes layer at the wall when σ is large. Give an estimate for the thickness of this layer. END OF PAPER