The Stability of Laminar Flows

Slides:



Advertisements
Similar presentations
Formulation of linear hydrodynamic stability problems
Advertisements

MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 7: INVISCID FLOWS
Cascade Gas Dynamics P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Modeling of Flow in Turbomachines….
MAE 5130: VISCOUS FLOWS Introduction to Boundary Layers
Boundary Layer Flow Describes the transport phenomena near the surface for the case of fluid flowing past a solid object.
Equations of Continuity
Quantification of Laminar flow weakness … P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Instability Analysis of Laminar Flows.
CHE/ME 109 Heat Transfer in Electronics
Laminar flows have a fatal weakness … P M V Subbarao Professor Mechanical Engineering Department I I T Delhi The Stability of Laminar Flows.
Estimation of Prandtls Mixing Length
Analysis of Physical Intuition … P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Two-dimensional Boundary Layer Flows.
An Ultimate Combination of Physical Intuition with Experiments… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Boundary Layer.
Method to Use Conservations Laws in Fluid Flows…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Mathematics of Reynolds Transport.
Transport Equations for Turbulent Quantities
Powerful tool For Effective study and to Understand Flow Devices…… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Tensor Notation.
Tamed Effect of Normal Stress in VFF… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Negligible Bulk Viscosity Model for Momentum.
P M V Subbarao Professor Mechanical Engineering Department I I T Delhi
Reynolds Method to Diagnosize Symptoms of Infected Flows.... P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Reynolds Averaged.
Numerical Hydraulics Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa Lecture 1: The equations.
FUNDAMENTAL EQUATIONS, CONCEPTS AND IMPLEMENTATION
SOLUTION FOR THE BOUNDARY LAYER ON A FLAT PLATE
Conservation Laws for Continua
Dr. Jason Roney Mechanical and Aerospace Engineering
PTT 204/3 APPLIED FLUID MECHANICS SEM 2 (2012/2013)
The sliding Couette flow problem T. Ichikawa and M. Nagata Department of Aeronautics and Astronautics Graduate School of Engineering Kyoto University The.
Enhancement of Heat Transfer P M V Subbarao Associate Professor Mechanical Engineering Department IIT Delhi Invention of Compact Heat Transfer Devices……
Lecture I of VI (Claudio Piani) Course philosophy, the Navier-Stokes equations, Shallow Water, pressure gradient force, material derivative, continuity,
CHAPTER (III) KINEMATICS OF FLUID FLOW 3.1: Types of Fluid Flow : Real - or - Ideal fluid : Laminar - or - Turbulent Flows : Steady -
Governing equations: Navier-Stokes equations, Two-dimensional shallow-water equations, Saint-Venant equations, compressible water hammer flow equations.
Lecture 8 - Turbulence Applied Computational Fluid Dynamics
Historically the First Fluid Flow Solution …. P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Second Class of Simple Flows.
Mass Transfer Coefficient
Panel methods to Innovate a Turbine Blade-1 P M V Subbarao Professor Mechanical Engineering Department A Linear Mathematics for Invention of Blade Shape…..
 ~ 0 [u(x,y)/Ue] (1 – u(x,y)/Ue)dy
CEE 262A H YDRODYNAMICS Lecture 7 Conservation Laws Part III.
1 Chapter 6 Flow Analysis Using Differential Methods ( Differential Analysis of Fluid Flow)
The Stability of Laminar Flows - 2
Ch 4 Fluids in Motion.
FREE CONVECTION 7.1 Introduction Solar collectors Pipes Ducts Electronic packages Walls and windows 7.2 Features and Parameters of Free Convection (1)
Convection in Flat Plate Boundary Layers P M V Subbarao Associate Professor Mechanical Engineering Department IIT Delhi A Universal Similarity Law ……
Quantification of the Infection & its Effect on Mean Fow.... P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Modeling of Turbulent.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 8: BOUNDARY LAYER FLOWS
Thin Aerofoil Theory for Development of A Turbine Blade
Pharos University ME 253 Fluid Mechanics 2
Stokes Solutions to Low Reynolds Number Flows
Sarthit Toolthaisong FREE CONVECTION. Sarthit Toolthaisong 7.2 Features and Parameters of Free Convection 1) Driving Force In general, two conditions.
Differential Analysis of Fluid Flow. Navier-Stokes equations Example: incompressible Navier-Stokes equations.
An Ultimate Combination of Physical Intuition with Experiments… P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Boundary Layer.

CP502 Advanced Fluid Mechanics
Laminar flows have a fatal weakness … P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Evolution & Stability of Laminar Boundary.
Lecture 6 The boundary-layer equations
Turbulent Convection and Anomalous Cross-Field Transport in Mirror Plasmas V.P. Pastukhov and N.V. Chudin.
Faros University ME 253 Fluid Mechanics II
Arthur Straube PATTERNS IN CHAOTICALLY MIXING FLUID FLOWS Department of Physics, University of Potsdam, Germany COLLABORATION: A. Pikovsky, M. Abel URL:
CP502 Advanced Fluid Mechanics Flow of Viscous Fluids and Boundary Layer Flow Lectures 3 and 4.
Heat Transfer Su Yongkang School of Mechanical Engineering # 1 HEAT TRANSFER CHAPTER 6 Introduction to convection.
Turbulent Fluid Flow daVinci [1510].
Chapter 1: Basic Concepts
Great Innovations are possible through General Understanding …. P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Thermodynamic View.
Chapter 6: Introduction to Convection
Objective Introduce Reynolds Navier Stokes Equations (RANS)
Chapter 4 Fluid Mechanics Frank White
CE 3305 Engineering FLUID MECHANICS
Ship Hydrodynamics - Resistance
An Analytical Model for A Wind Turbine Wake
APISAT 2010 Sep. 13~15, 2010, Xi’An, China
MAE 5130: VISCOUS FLOWS Lecture 1: Introduction and Overview
Fluid Dynamic Analysis of Wind Turbine Wakes
Part 5:Vorticity.
Presentation transcript:

The Stability of Laminar Flows P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Laminar flows have a fatal weakness …

The Philosophy of Instability The equations of Fluid dynamics allow some flow patterns. Given a flow pattern , is it stable? If the flow is disturbed, will the disturbance gradually die down, or will the disturbance grow such that the flow departs from its initial state and never recovers?

Major Classes of Instability in Fluid Dynamics Wall-bounded flows: Boundary layers, pipe flows, etc Any basic flow without inflexion point viscosity plays a role sensitive to the form of the basic flow Free-shear flows: mixing layers, wakes, jets, etc less sensitive to the form of the basic flow Viscosity is not responsible.

Receptivity of Boundary Layer to Disturbances

Sketch of transition process in the boundary layer along a flat Plate A stable laminar flow is established that starts from the leading edge and extends to the point of inception of the unstable two-dimensional Tollmien-Schlichting waves.

Sketch of transition process in the boundary layer along a flat Plate Onset of the unstable two-dimensional Tollmien-Schlichting waves.

Sketch of transition process in the boundary layer along a flat Plate Development of unstable, three-dimensional waves and the formation of vortex cascades.

Sketch of transition process in the boundary layer along a flat Plate Bursts of turbulence in places with high vorticity.

Sketch of transition process in the boundary layer along a flat Plate Intermittent formation of turbulent spots with high vortical core at intense fluctuation.

Sketch of transition process in the boundary layer along a flat Plate Coalescence of turbulent spots into a fully developed turbulent boundary layer.

Outline of a Typical Stability Analysis Small disturbances are present in any flow system. Small-disturbance stability analysis is followed to understand the receptivity of flow. This analysis is carried-out in seven steps. 1. The flow problem, whose stability is to be studied must have a basic flow solution in terms of Q0, which may be a scalar or vector function. 2. Add a disturbance variable Q' and substitute (Q0 + Q') into the basic equations which govern the problem.

Stability of Flow due to Small Disturbances We consider a steady flow motion, on which a small disturbance is superimposed. This particular flow is characterized by a constant mean velocity vector field and its corresponding pressure . We assume that the small disturbances we superimpose on the main flow is inherently unsteady, three dimensional and is described by its vector filed and its pressure disturbance. The disturbance field is of deterministic nature that is why we denote the disturbances. Thus, the resulting motion has the velocity vector field: and the pressure field:

NS Equations for Flow influenced by Small Disturbances Performing the differentiation and multiplication, we arrive at: The small disturbance leading to linear stability theory requires that the nonlinear disturbance terms be neglected. This results in

Step 3 From the equation(s) resulting from step 2, subtract away the basic terms which Q0, satisfies identically. What remains is the Governing Equation for evolution of disturbance s.

Implementation of Step 3 Above equation is the composition of the main motion flow superimposed by a disturbance. The velocity vector constitutes the Navier-Stokes solution of the main laminar flow. Obtain a Disturbance Conservation Equation by taking the difference of above and steady Laminar NS equations

Disturbance Conservation Equation Equation in Cartesian index notation is written as This equation describes the motion of a three-dimensional disturbance field modulated by a steady three-dimensional laminar main flow field. A solution to above equation will be studied to determine the stability of main flow. Two assumptions are made in order to find an analytic solution. The first assumption implies that the main flow is assumed to be two-dimensional, where the velocity vector in streamwise direction changes only in lateral direction

The second assumption concerns the disturbance field. In this case, we also assume the disturbance field to be two-dimensional too. The first assumption is considered less controversial, since the experimental verification shows that in an unidirectional flow, the lateral component can be neglected compared with the longitudinal one. As an example, the boundary layer flow along a flat plate at zero pressure gradient can be regarded as a good approximation. The second assumption concerning the spatial two dimensionality of the disturbance flow is not quite obvious. This may raise objections that the disturbances need not be two dimensional at all.

Two-dimensional Disturbance Equations The continuity equation for incompressible flow yields: With above equations there are three-equations to solve three unknowns.

Step 4 Linearize the disturbance equation by assuming small disturbances, that is, Q' << Q0 and neglect terms such as Q’2 and Q’3 ……..

GDE for Modulation of Disturbance