This slide intentionally left blank. The Rayleigh Plateau Instability By Mike Cromer and Patrick C. Rowe.

Slides:



Advertisements
Similar presentations
Formulation of linear hydrodynamic stability problems
Advertisements

November 18 AP Physics.
BESSEL’S EQUATION AND BESSEL FUNCTIONS:
Experiment #5 Momentum Deficit Behind a Cylinder
Physics 430: Lecture 17 Examples of Lagrange’s Equations
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 7: INVISCID FLOWS
The Rayleigh-Taylor Instability Jenna Bratz Rachel Bauer.
2L 2aL s h T Introduction Zach Frye, University of Wisconsin-Eau Claire Faculty Advisors: Mohamed Elgindi, and John Drost, Department of Mathematics Funded.
Fluids & Bernoulli’s Equation Chapter Flow of Fluids There are two types of flow that fluids can undergo; Laminar flow Turbulent flow.
Monday, Nov. 11, 2013PHYS , Fall 2013 Dr. Jaehoon Yu 1 PHYS 3313 – Section 001 Lecture #17 Monday, Nov. 11, 2013 Dr. Jaehoon Yu Alpha Particle.
1 MECH 221 FLUID MECHANICS (Fall 06/07) Tutorial 7.
Fluid Dynamics.
Laplace Transforms Important analytical method for solving linear ordinary differential equations. - Application to nonlinear ODEs? Must linearize first.
Surface Waves. Surface Tension  Water surface is not fixed. Behaves elastically Based on surface tension  Surface tension can be measured in a thin.
Baroclinic Instability in the Denmark Strait Overflow and how it applies the material learned in this GFD course Emily Harrison James Mueller December.
Physics 102 Part II Thermal Physics Moza M. Al-Rabban Professor of Physics Fluids.
Lecture 7 Exact solutions
Fluid Properties and Units CVEN 311 . Continuum ä All materials, solid or fluid, are composed of molecules discretely spread and in continuous motion.
Laminar flows have a fatal weakness … P M V Subbarao Professor Mechanical Engineering Department I I T Delhi The Stability of Laminar Flows.
5.6 Maximization and Minimization with Mixed Problem Constraints
Chapter 5 Solutions for Interacting Waves Using A MCM 5.1 Governing Equations and Hierarchy Eq.s 5.2 An Example of Applying A Mode Coupling Method (MCM)
Chapter 18 Superposition and Standing Waves. Waves vs. Particles Waves are very different from particles. Particles have zero size.Waves have a characteristic.
In the analysis of a tilting pad thrust bearing, the following dimensions were measured: h1 = 10 mm, h2 = 5mm, L = 10 cm, B = 24 cm The shaft rotates.
Some Techniques in Deterministic Modeling for Mathematical Biology By:Ryan Borek, Dallas Hamann, Heather Parsons, Carrie Ruda, Carissa Staples, Erik Wolf.
Two Phase Flow Modeling Prepared by: Tan Nguyen Two Phase Flow Modeling – PE 571 Chapter 3: Stratified Flow Modeling For Horizontal and Slightly Inclined.
Louisiana Tech University Ruston, LA Slide 1 Krogh Cylinder Steven A. Jones BIEN 501 Wednesday, May 7, 2008.
The Instability of Laminar Axisymmetric Flows. The search of hydrodynamical instabilities of stationary flows is classical way to predict theoretically.
Chapter 13 States of Matter In this chapter you will:  Explain the expansion and contraction of matter caused by changes in temperature.  Apply Pascal’s,
Chapter 9: Differential Analysis of Fluid Flow SCHOOL OF BIOPROCESS ENGINEERING, UNIVERSITI MALAYSIA PERLIS.
Boyce/DiPrima 9 th ed, Ch 11.5: Further Remarks on Separation of Variables: A Bessel Series Expansion Elementary Differential Equations and Boundary Value.
MAE 3241: AERODYNAMICS AND FLIGHT MECHANICS Compressible Flow Over Airfoils: Linearized Subsonic Flow Mechanical and Aerospace Engineering Department Florida.
Chapter 6 Linear Programming: The Simplex Method
Lecture I of VI (Claudio Piani) Course philosophy, the Navier-Stokes equations, Shallow Water, pressure gradient force, material derivative, continuity,
The Rayleigh-Taylor Instability By: Paul Canepa and Mike Cromer Team Leftovers.
Barnett/Ziegler/Byleen Finite Mathematics 11e1 Learning Objectives for Section 6.4 The student will be able to set up and solve linear programming problems.
FCI. Faculty of Computers and Information Fayoum University 2014/ FCI.
Ch 9.8: Chaos and Strange Attractors: The Lorenz Equations
Mass Transfer Coefficient
CEE 262A H YDRODYNAMICS Lecture 15 Unsteady solutions to the Navier-Stokes equation.
IIT-Madras, Momentum Transfer: July 2005-Dec 2005 Perturbation: Background n Algebraic n Differential Equations.
Chapter 6 Linear Programming: The Simplex Method Section 4 Maximization and Minimization with Problem Constraints.
Pharos University MECH 253 FLUID MECHANICS II
General Relativity Physics Honours 2008 A/Prof. Geraint F. Lewis Rm 560, A29 Lecture Notes 10.
CIS888.11V/EE894R/ME894V A Case Study in Computational Science & Engineering We will apply several numerical methods to find a steady state solution of.
HEAT TRANSFER FINITE ELEMENT FORMULATION
ChE 452 Lecture 25 Non-linear Collisions 1. Background: Collision Theory Key equation Method Use molecular dynamics to simulate the collisions Integrate.
1 Chapter 6 Flow Analysis Using Differential Methods ( Differential Analysis of Fluid Flow)
Seminar on Computational Engineering by Jukka-Pekka Onnela
The Stability of Laminar Flows - 2
Ch 4 Fluids in Motion.
Numerical study of flow instability between two cylinders in 2D case V. V. Denisenko Institute for Aided Design RAS.
Louisiana Tech University Ruston, LA Boundary Layer Theory Steven A. Jones BIEN 501 Friday, April
Discretization Methods Chapter 2. Training Manual May 15, 2001 Inventory # Discretization Methods Topics Equations and The Goal Brief overview.
Advanced Engineering Mathematics, 7 th Edition Peter V. O’Neil © 2012 Cengage Learning Engineering. All Rights Reserved. CHAPTER 4 Series Solutions.
COMBINED LOADING.  Analyze the stress developed in thin-walled pressure vessels  Review the stress analysis developed in previous chapters regarding.
Dimensional Analysis.
Rayleigh-Plateau Instability Rachel and Jenna. Overview Introduction to Problem Introduction to Problem Experiment and Data Experiment and Data Theories.
Monatomic Crystals.
Wave motion over uneven surface Выпускная работа In work consider two problems about the impact of bottom shape on the profile of the free boundary. 1.
Math 3120 Differential Equations with Boundary Value Problems
NNPC FSTP ENGINEERS Physics Course Code: Lesson 7.
The Rayleigh-Taylor Instability By: Paul Canepa and Mike Cromer Team Leftovers.
Boyce/DiPrima 9 th ed, Ch 11.3: Non- Homogeneous Boundary Value Problems Elementary Differential Equations and Boundary Value Problems, 9 th edition, by.
External flow: drag and Lift
Mathematics to Innovate Blade Profile P M V Subbarao Professor Mechanical Engineering Department Also a Fluid Device, Which abridged the Globe into Global.
Quantum One.
THE BERNOULLI EQUATION: LIMITATIONS AND APPLICATIONS
The Rayleigh-Plateau Instability
بسم الله الرحمن الرحيم FCI.
topic11_shocktube_problem
Presentation transcript:

This slide intentionally left blank

The Rayleigh Plateau Instability By Mike Cromer and Patrick C. Rowe

The Rayleigh-Plateau Instability Introduction The Rayleigh-Plateau Instability is a phenomenon which occurs in columns of fluid. A column of fluid will experience small perturbations from perfection. This may be from existing internal motions or from influences in the outside environment, like wind or breath. Certain wavelengths of these perturbations are magnified over time and cause the column to break up into droplets. Most people are familiar with this phenomenon. It is what causes the water flowing from a hose to break into drops, or a thin stream from a faucet to develop waves or break up before hitting the bottom of the sink.

The Rayleigh-Plateau Instability Introduction In this presentation, we will derive the necessary condition for a perturbation to cause instability and eventual break up of the column. Then we will make a calculation to determine the fastest growing perturbation. This will allow us to predict the spacing of drops resulting from the break up of the column. Next, we will discuss the shape of the final drops in the experiments we have run in exploration of this phenomenon and difficulties in deriving these shapes from the equations governing this phenomenon. Finally, we will make a comparison between the wavelength predicted by the equations and the wavelength observed in the laboratory.

The Rayleigh-Plateau Instability Derivation of Necessary Condition for Instability We follow a derivation due to Jen Eggers in the 'Reviews of Modern Physics.' We assume that the cylinder is initially perfect and undergoes a sinusoidal perturbation of wavelength on the cylinder. There may be many of these perturbations, but we assume that they combine in a linear fashion and therefore, we can consider each one separately. Non-dimensionalizeInitial assumptionInclude perturbation

Derivation of Necessary Condition for Instability The Rayleigh-Plateau Instability It is clear that the volume does not vary as the cylinder evolves. To the side, we integrate our equation, examine the resulting volume and then add a perturbation expansion beginning with terms of a smaller order than the perturbation to keep the volume constant.

Derivation of Necessary Condition for Instability The Rayleigh-Plateau Instability Ultimately, we understand from fluid dynamics that the fluid will seek to minimize surface area. So we find the surface area of the perturbed cylinder. Note that 'n' can take on only integer values, so we see right away that if n is larger than 0, the perturbation will increase the surface area. This is a stable perturbation, as the surface tension forces will counteract it and return the surface to its previous state. However, if n=0, there is the possibility of a decreasing surface area. This happens when k<1. Looking back at the definition of k, we see that this means that in order for a perturbation to grow and cause the surface to depart from cylindrical, the wavelength must be greater than 2 Pi times the radius of the initial cylinder.

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability In this section of the presentation, we assume that the fluid is inviscid and irrotational. Therefore, there is a velocity potential,,and we can use the equations for an ideal fluid. Non-dimensionalize Surface moves according to which gives Where the capital D's denote the material derivative.

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability The evolution of on the boundary is given by Bernoulli's equation, with the pressure given by the Young-Laplace formula. To consider the Lagrangian evolution of the surface, we change the time derivative to the material derivative, and to satisfy Bernoulli's equation, we need: ===> Which finally gives us

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability Now, using the condition that the initial velocity is zero, which implies that is initially zero, and to the first order, we find that C=1. The result is 3 non-dimensional equations which describe the motion of the boundary and two initial conditions. (Note that the second and third equations only hold on the boundary.)

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability The perturbation is small, so we assume that the velocity is small and attempt a solution in the form: For convenience, we write r for r* from now on. Inserting our guess, we get to the first order in epsilon an equation and two boundary conditions:

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability We look for solutions of our first order equations in the form: From the first equation we get: The only solution which is regular for r=0 is: Substituting into the b.c.'s gives: Applying the initial conditions derived from our earlier conditions:

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability We get solutions: Where is the frequency non- dimensionalized by 1/t 0 : This is the equation to be maximized.

Derivation of Fastest Growing Wavelength The Rayleigh-Plateau Instability We rely on Eggers solution because values of the modified Bessel functions must be looked up anyways. The value of k which maximizes is This corresponds to the Rayleigh mode which is given by

Comparison of Experiment and Numerical Result The Rayleigh-Plateau Instability Motor Oil Initial cylinder radius: a =.028 cm Predicted minimum: Smallest wavelength measured:.224 cm Predicted dominant: Longest wavelength measured:.406 cm

Comparison of Experiment and Numerical Result The Rayleigh-Plateau Instability Possible Reasons for Discrepancies Perhaps there was not enough time for the fastest growing mode to become the most influential. Also, the Rayleigh-Plateau instability models fluid columns inside of other fluids. It may not be the correct model for an annulus of fluid around a solid cylinder, but simply a good springboard to explain this situation.

Bead Shape The Rayleigh-Plateau Instability We will now assume that the beads are radially and axially symmetric (the latter was shown in the previous analysis). With these assumptions, we have that the energy on the surface is given by: We also know that the volume must remain constant, thus giving us the volume constraint:

Bead Shape The Rayleigh-Plateau Instability

Bead Shape The Rayleigh-Plateau Instability

Bead Shape The Rayleigh-Plateau Instability We now use the motor oil experiment to obtain the values of our constants. Using information provided on the web and the measuring technique detailed in the procedure section, we have: Finally, using the explicit Euler method to solve the 1 st order nonlinear ode numerically, we obtain the following shape of the top-right part of a bead:

Bead Shape The Rayleigh-Plateau Instability