AA200 Chapter 9 - Viscous flow along a wall

Similar documents
Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation

Distinguished Professor George Washington University. Graw Hill

Practice Problems on Boundary Layers. Answer(s): D = 107 N D = 152 N. C. Wassgren, Purdue University Page 1 of 17 Last Updated: 2010 Nov 22

Basic Equations, Boundary Conditions and Dimensionless Parameters

Abaqus/CFD Sample Problems. Abaqus 6.10

Lecture 11 Boundary Layers and Separation. Applied Computational Fluid Dynamics

Fluids and Solids: Fundamentals

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

INTRODUCTION TO FLUID MECHANICS

NUMERICAL ANALYSIS OF THE EFFECTS OF WIND ON BUILDING STRUCTURES

Fundamentals of Fluid Mechanics

Lecture 6 - Boundary Conditions. Applied Computational Fluid Dynamics

3 The boundary layer equations

4.What is the appropriate dimensionless parameter to use in comparing flow types? YOUR ANSWER: The Reynolds Number, Re.

Free Convection Film Flows and Heat Transfer

Chapter 2. Derivation of the Equations of Open Channel Flow. 2.1 General Considerations

Dimensional Analysis

Lecture 5 Hemodynamics. Description of fluid flow. The equation of continuity

EXAMPLE: Water Flow in a Pipe

CE 6303 MECHANICS OF FLUIDS L T P C QUESTION BANK PART - A

Lecture 4 Classification of Flows. Applied Computational Fluid Dynamics

O.F.Wind Wind Site Assessment Simulation in complex terrain based on OpenFOAM. Darmstadt,

Practice Problems on the Navier-Stokes Equations

du u U 0 U dy y b 0 b

A fundamental study of the flow past a circular cylinder using Abaqus/CFD

HEAT TRANSFER CODES FOR STUDENTS IN JAVA

Heat Transfer Prof. Dr. Ale Kumar Ghosal Department of Chemical Engineering Indian Institute of Technology, Guwahati

Open channel flow Basic principle

Chapter 8: Flow in Pipes

FREESTUDY HEAT TRANSFER TUTORIAL 3 ADVANCED STUDIES

Laminar Flow and Heat Transfer of Herschel-Bulkley Fluids in a Rectangular Duct; Finite-Element Analysis

Natural Convection. Buoyancy force

1 The basic equations of fluid dynamics

Basic Principles in Microfluidics

4.3 Results Drained Conditions Undrained Conditions References Data Files Undrained Analysis of

HEAT TRANSFER ANALYSIS IN A 3D SQUARE CHANNEL LAMINAR FLOW WITH USING BAFFLES 1 Vikram Bishnoi

The Viscosity of Fluids

A LAMINAR FLOW ELEMENT WITH A LINEAR PRESSURE DROP VERSUS VOLUMETRIC FLOW ASME Fluids Engineering Division Summer Meeting

Module 1 : Conduction. Lecture 5 : 1D conduction example problems. 2D conduction

1.Name the four types of motion that a fluid element can experience. YOUR ANSWER: Translation, linear deformation, rotation, angular deformation.

- momentum conservation equation ρ = ρf. These are equivalent to four scalar equations with four unknowns: - pressure p - velocity components

The Viscosity of Fluids

240EQ014 - Transportation Science

Open Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology

FLUID DYNAMICS. Intrinsic properties of fluids. Fluids behavior under various conditions

Exergy Analysis of a Water Heat Storage Tank

Contents. Microfluidics - Jens Ducrée Physics: Navier-Stokes Equation 1

Viscous flow in pipe

FLUID FLOW STREAMLINE LAMINAR FLOW TURBULENT FLOW REYNOLDS NUMBER

Lecture 8 - Turbulence. Applied Computational Fluid Dynamics

Chapter 5 MASS, BERNOULLI AND ENERGY EQUATIONS

The Influence of Aerodynamics on the Design of High-Performance Road Vehicles

High Speed Aerodynamics Prof. K. P. Sinhamahapatra Department of Aerospace Engineering Indian Institute of Technology, Kharagpur

Ravi Kumar Singh*, K. B. Sahu**, Thakur Debasis Mishra***

Basics of vehicle aerodynamics

Aerodynamics of Rotating Discs

CBE 6333, R. Levicky 1 Differential Balance Equations

Lecture 3 Fluid Dynamics and Balance Equa6ons for Reac6ng Flows

XI / PHYSICS FLUIDS IN MOTION 11/PA

Textbook: Introduction to Fluid Mechanics by Philip J. Pritchard. John Wiley & Sons, 8th Edition, ISBN ,

ENHANCEMENT OF HEAT TRANSFER USING WIRE COIL INSERTS WITH CHORD RIBS

For Water to Move a driving force is needed

CBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology

Physics of the Atmosphere I

Introduction to COMSOL. The Navier-Stokes Equations

1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids

Lift and Drag on an Airfoil ME 123: Mechanical Engineering Laboratory II: Fluids

Experiment 3 Pipe Friction

Simulation at Aeronautics Test Facilities A University Perspective Helen L. Reed, Ph.D., P.E. ASEB meeting, Irvine CA 15 October

Heat Transfer From A Heated Vertical Plate

Chapter 13 OPEN-CHANNEL FLOW

Copyright 2011 Casa Software Ltd. Centre of Mass

CFD Analysis on Airfoil at High Angles of Attack

Steady Flow: Laminar and Turbulent in an S-Bend

A DEVELOPMENT AND VERIFICATION OF DENSITY BASED SOLVER USING LU-SGS ALGORITHM IN OPENFOAM

Hydraulic losses in pipes

Ch 2 Properties of Fluids - II. Ideal Fluids. Real Fluids. Viscosity (1) Viscosity (3) Viscosity (2)

Fluid Mechanics

Comparison of Heat Transfer between a Helical and Straight Tube Heat Exchanger

Effect of Aspect Ratio on Laminar Natural Convection in Partially Heated Enclosure

Viscous flow through pipes of various cross-sections

Lecture 17, Wind and Turbulence, Part 2, Surface Boundary Layer: Theory and Principles

Heat and Mass Correlations

Dimensional analysis is a method for reducing the number and complexity of experimental variables that affect a given physical phenomena.

Calculating resistance to flow in open channels

CFD SUPPORTED EXAMINATION OF BUOY DESIGN FOR WAVE ENERGY CONVERSION

8.2 Elastic Strain Energy

The Influence of Aerodynamics on the Design of High-Performance Road Vehicles

CHEMICAL ENGINEERING AND CHEMICAL PROCESS TECHNOLOGY - Vol. I - Interphase Mass Transfer - A. Burghardt

LECTURE 6: Fluid Sheets

FLUID FLOW Introduction General Description

ANALYSIS OF OPEN-CHANNEL VELOCITY MEASUREMENTS COLLECTED WITH AN ACOUSTIC DOPPLER CURRENT PROFILER

ATM 316: Dynamic Meteorology I Final Review, December 2014

Differential Balance Equations (DBE)

Contents. Microfluidics - Jens Ducrée Physics: Fluid Dynamics 1

Keywords: Heat transfer enhancement; staggered arrangement; Triangular Prism, Reynolds Number. 1. Introduction

Summary of Aerodynamics A Formulas

Experiment (13): Flow channel

Notes on Polymer Rheology Outline

Transcription:

AA200 Chapter 9 - Viscous flow along a wall

9.1 The no-slip condition 9.2 The equations of motion 9.3 Plane, Compressible Couette Flow (Review) 9.4 The viscous boundary layer on a wall 9.5 The laminar incompressible boundary layer 9.6 Compressible laminar boundary layers 9.7 Mapping a compressible to an incompressible boundary layer 9.8 Turbulent boundary layers 9.9 Falkner-Skan boundary layers 9.10 Transformation between flat plate and curved wall boundary layers 9.11 The Von Karman integral momentum equation 9.12 Thwaites method for integrating the Von Karman equation, discussion of M. Head s method for turbulent boundary layers 9.13 Problems

9.1 The no-slip condition Mean free path in a gas. Slip velocity. At ordinary temperatures and pressures the mean free path is very small.

9.2 The equations of motion Steady 2-D flow.

9.3 Plane, Compressible Couette Flow The upper wall moves at a velocity U while the lower wall is at rest. The temperature of the upper wall is T. The flow is assumed to be steady and extends to plus and minus infinity in the x-direction. Therefore the velocity and temperature only depend on y.

The equations of motion reduce to Both the pressure and shearing stress are uniform throughout the flow. The shearing stress is related to the velocity through the Newtonian constitutive relation. Where is the shear stress at the lower wall. The energy equation can be integrated with respect to the velocity. Energy integral

In terms of the friction coefficient and Reynolds number the wall friction coefficient for an adiabatic wall is determined in terms of the Prandtl, Reynolds and Mach numbers. Q w = 0 The Reynolds number can be expressed as

9.4 The viscous boundary layer on a wall Reference: Boundary Layer Theory by Schlichting The figure depicts the flow at low Reynolds number less than 100 or so.

As the Reynolds number is increased to several hundred or more the velocity profile near the wall becomes quite thin and the guiding effect of the plate leads to a situation where the vertical velocity is small compared to the horizontal velocity.

First consider the y - momentum equation. Using the approximations just discussed this equation reduces to. Integrate from the wall to the edge of the boundary layer. Substitute for the pressure in the x - momentum equation.

The energy equation simplifies to

Neglect the normal stress terms. where

Newtonian stress. Fourier's law. The laminar boundary layer equations.

Measures of boundary layer thickness. Displacement thickness Momentum thickness

9.6 The laminar incompressible boundary layer The equations of motion reduce to Boundary conditions The pressure

Introduce the stream function U = ψ y V = ψ x The continuity equation is identically satisfied and the momentum equation becomes: ψ y ψ xy ψ x ψ yy = U e du e dx + νψ yyy Boundary conditions ψ ( x,0) = 0 ψ y ( x,0) = 0 ψ y ( x, ) = U e

The zero pressure gradient, incompressible boundary layer. ψ y ψ xy ψ x ψ yy = νψ yyy Similarity variables ψ = ( 2νU x) 1/2 F( α ) α = y U 2νx 1/2 Velocity components Reynolds number is based on distance from the leading edge

Vorticity Derivatives Substitute into the stream function equation and simplify

The Blasius equation Boundary conditions

Friction coefficient C f = 2 R ex F αα 0 ( ) Normal velocity at the edge of the layer Boundary layer thickness Boundary layer shape factor H = δ * θ = 2.5916

Let The Blasius equation can be expressed as Let Then Vorticity at the edge of the layer decays exponentially with distance from the wall. This support the approach where we divide the flow into separate regions of rotational and irrotational flow.

Numerical solution

The Blasius equation is invariant under a dilation group and this group can be used to generate the solution in one step! F α α [ 0] = e 3b ( 0.2) F α α [ 0] = 0.46965

Another perspective: the dilational symmetry of the problem ψ y ψ xy ψ x ψ yy = νψ yyy ψ ( x,0) = 0 ψ y ( x,0) = 0 ψ y ( x, ) = U e Transform the governing equation x = e a x y = eb y ψ = e c ψ ψ y ψ x y ψ x ψ y y ν ψ y y y = e 2c a 2b ψ y ψ xy e 2c a 2b ψ x ψ yy νe c 3b ψ yyy = 0 The equation is invariant if and only if x = e a x y = e b y ψ = e a b ψ

Transform boundary curves and boundary functions At the wall ψ ( x,0 ) = 0 all x e a b ψ e a x,0 ψ y ( ) = 0 ψ x,0 ( ) = 0 all x ( x,0 ) = 0 all x e a 2b ψ ( y e a x,0) = 0 ψ y ( x,0) = 0 all x At y ψ y ( x, ) = U all x ea 2b ψ ( y e a x, ) = U all x The freestream boundary condition is invariant if and only if a = 2b

The governing equations and boundary conditions are invariant under the group: x = e 2b x y = eb y ψ = e b ψ The infinitesimal transformation. Expand near b = 0 ξ = 2x ζ = y η = ψ Characteristic equations Invariants α = dx 2x = dy y = dψ ψ y x F = ψ x We can expect the solution to be of the form Since the governing equations and boundary conditions are invariant under the group we can expect that the solution will also be invariant under the group. ψ = xf( α )

9.7 Falkner-Skan laminar boundary layers Free stream velocity. Substitute.

Apply a three-parameter dilation group to the equation. For invariance we require the parameters to be related as follows Boundary functions and boundary curves must also be invariant.

Free stream boundary condition. For invariance The group that leaves the problem as a whole invariant is The solution should be invariant under the same group

In summary Allow for a virtual origin in x Dimensionless similarity variables

The Falkner-Skan equation. H = δ * θ 0.0904

Homework 4

9.5 The von Karman integral equation Integrate the boundary layer equations with respect to y Shape factor

9.8 Thwaites' method for approximate calculation of boundary layer parameters. From the momentum equation From the von Karman equation Nondimensionalize using θ and U e Define Thwaites argued that there should exist a universal function relating m and l(m).

Thwaites suggests using L( m) = 0.45 + 6m

Thwaites functions can be calculated explicitly for the Falkner-Skan boundary layers

N. Curle adjusted Thwaites' functions slightly especially near separation. L(m) Several researchers of the era suggest using which is consistent with the friction coefficient for the Blasius case

The von Karman equation becomes which integrates to

Example - surface velocity from the potential flow about a circular cylinder. Thwaites' method gives a finite momentum thickness at the forward stagnation point. This is useful in a wing leading edge calculation.

The parameter m.

9.9 Compressible laminar boundary layers The boundary layer admits an energy integral very similar to the one for Couette flow. Let. Substitute into the energy equation. Use the momentum equation to simplify and introduce the Prandtl number

Adiabatic wall, Prandtl number equals one. Stagnation temperature is constant through the boundary layer. Non-adiabatic wall, zero pressure gradient, Prandtl number equals one.

9.10 Mapping a compressible to an incompressible boundary layer Flow at the edge of the compressible boundary layer is isentropic.

Assume viscosity is linearly proportional to temperature Viscosity of the virtual flow is the viscosity of the gas evaluated at the stagnation temperature of the gas. Continuity and momentum equations T S - Sutherland reference temperature, 110K for Air. Transformation of coordinates between the real and virtual flow

Partial derivatives =?? Introduce the stream function for steady compressible flow. Let Real and virtual stream functions have the same value.

Partial derivatives of the stream function from the chain rule. Velocities Partial derivatives of U from the chain rule.

Convective terms of the momentum equation Cancel terms

Pressure gradient term Now

At the edge of the boundary layer Now

Note that Where we have used

Viscous term. Note

The boundary layer momentum equation becomes

Drop the common multiplying factors

Now the momentum equation is expressed entirely in tildaed variables. =0

For an adiabatic wall, and a Prandtl number of one the factor in brackets is one and the equation maps exactly to the incompressible form. with boundary conditions Skin friction

In order to solve for the physical velocity profiles we need to determine the temperature in the boundary layer. Look at the case The energy equation was integrated earlier Use and We need to relate wall normal coordinates in the real and virtual flow

The spatial similarity variable in the virtual flow is

Spatial similarity variables in the two flows are related by The thickness of the compressible layer increases with Mach number.

Now

9.11 Turbulent boundary layers Impirical relations for the thickness of the incompressible case, useful over a limited range of Reynolds number. Or for a wider range of Reynolds number

Stanford University Department of Aeronautics and Astronautics

The incompressible wall friction coefficient

An impirical form of the velocity profile; the so-called 1/7th power law The problem with this profile is that it fails to capture one of the most important features of the turbulent boundary layer profile which is that the actual shape of the profile depends on Reynolds number. A much better, though still impirical, relation is the law of the wake developed by Don Coles at Caltech coupled with the universal law of the wall. In this approach the velocity profile is normalized by the wall friction velocity. Define dimensionless wall variables Reference: D. Coles, The Law of the Wake in the Turbulent Boundary Layer, J. Fluid Mech. Vol 1, 1956

The thickness of the boundary layer in wall units is and Once the Reynolds number is known most of the important properties of the boundary layer are known.

Velocity profile Viscous sublayer - wall to A Buffer layer - A to B Logarithmic and outer layer - B to C to D C = 5.1 κ = 0.4

Measurements of velocity in the logarithmic layer can be used to infer the skin friction from the law of the wall. C increase with increasing roughness Reynolds number k s R es = k s u* ν < 3 R es = k s u* ν > 100 Roughness height Hydraulically smooth Fully rough

Separating turbulent boundary layer

The method of M. Head 1960 applied to incompressible turbulent boundary layers U e ( x) δ At any position x the area flow in the boundary layer is Q = This can be arranged to read Q = δ 0 U dy δ δ δ U dy = U e dy 0 U e 1 U 0 U e dy = U e δ δ * 0 Entrainment velocity V e = d ( dx U e ( δ δ * )) ( ) Reference: M.R. Head, Entrainment in the Turbulent Boundary Layer, Aero. Res. Council. R&M 3152, 1960 x

Head defined the boundary layer shape factor ( ) H 1 = δ δ * His model consists of two assumptions: θ 1) Assume V e U e = 1 U e d dx U e δ δ * ( ) ( ) ( ) = F H 1 2) Assume H 1 = G( H ) H = δ * θ In addition he assumed that the skin friction followed the impirical formula due to Ludweig and Tillman C f = 0.246 10 0.678 H R θ 0.268 R θ = U eθ ν

H 1 = We will use F( H 1 ) = 0.0306 ( H 1 3.0) 0.6169 G H ( ) = 3.0445 + 0.8702 ( H 1.1) 1.2721

Several classical references recommend different functions for F and G Calculation of Separation Points in Incompressible Turbulent Flows T. CEBECI, G. J. MOSINSKIS, AND A. M. O. SMITH Douglas Aircraft Company, Long Beach, Calif. J. AIRCRAFT VOL. 9, NO. 9 Also Boundary Layer Theory H. Schlichting Recommend Schlichting uses 0.0306 +3.3 is missing

Cebeci - Schlichting H G Gap dg dh Discontinuity H G G( H ) = 3.0445 + I prefer a single smooth function 0.8702 ( H 1.1) 1.2721 dg dg dh dh = 0.8702 1.2721 H 1.1 ( ) 2.2721 H H

Comparison

From Head s paper

Typical range of H vs R ex for turbulent boundary layers

Recall the von Karman integral momentum equation For given initial conditions on theta and H and known free stream velocity distribution U e (x) this equation is solved along with the auxiliary equations C f = 0.246 10 0.678 H R θ 0.268 R θ = U eθ ν 1 U e d ( dx U eθh 1 ) = F( H 1 ) = 0.0306 ( H 1 3.0) 0.6169 H 1 = G( H ) = 3.0445 + 0.8702 ( H 1.1) 1.2721

Zero pressure gradient turbulent boundary layer C p = 0 R θ R θinitial = 0.664( R x min ) 1/2 R x min = 10,000 H H ( R x min ) = 1.7028 / 0.664 = 2.59 R ex R ex Ln( C ) f C f = 0.0592 R ex 1/5 Ludweig-Tillman Blasius Ln( R ex )

Potential flow about a circular cylinder Thwaites' method gives a finite momentum thickness at the forward stagnation point. This is useful in a wing leading edge calculation.

R θ R θinitial = 0.664 1/2 12 R cylinder R ex min = 10,000 H H ( R x min ) = 1.7028 / 0.664 = 2.59 R cylinder = U R ν = 105 φseparation = 151 R ex R ex C f Ln( C ) f R ex Ln( R ex )

R θ R θinitial = 0.664 1/2 12 R cylinder R ex min = 10,000 R cylinder = U R ν = 107 H H ( R x min ) = 1.7028 / 0.664 = 2.59 φ separation = 166 R ex R ex C f Ln( C f ) R ex Ln( R ex )

9.12 Transformation between flat plate and curved wall boundary layers Boundary layer equations

Transform variables by adding an arbitrary function of x to the y coordinate ρ U U x + ρ V U y + P e x τ x y y = ρu U x dg U dx y + ρ V + U dg dx U y + P e x τ xy y = ρu U x U + ρv y + P e x τ xy y

Insert the transformations of variables and derivatives into the equations of motion. The result is that the equations are mapped to themselves.

Viscous-inciscid interaction algorithm in Figure 9.29