M E 320 Professor John M. Cimbala Lecture 38

Similar documents
Fluid Mechanics. Chapter 9 Surface Resistance. Dr. Amer Khalil Ababneh

Laminar Flow. Chapter ZERO PRESSURE GRADIENT

BOUNDARY LAYER FLOWS HINCHEY

External Flow and Boundary Layer Concepts

Chapter 3 Lecture 8. Drag polar 3. Topics. Chapter-3


7.6 Example von Kármán s Laminar Boundary Layer Problem

DAY 19: Boundary Layer

Signature: (Note that unsigned exams will be given a score of zero.)

Investigation of laminar boundary layers with and without pressure gradients

SPC Aerodynamics Course Assignment Due Date Monday 28 May 2018 at 11:30

Principles of Convection

Prof. Scalo Prof. Vlachos Prof. Ardekani Prof. Dabiri 08:30 09:20 A.M 10:30 11:20 A.M. 1:30 2:20 P.M. 3:30 4:20 P.M.

5.8 Laminar Boundary Layers

FLUID MECHANICS. Chapter 9 Flow over Immersed Bodies

Given the water behaves as shown above, which direction will the cylinder rotate?

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

PART 1B EXPERIMENTAL ENGINEERING. SUBJECT: FLUID MECHANICS & HEAT TRANSFER LOCATION: HYDRAULICS LAB (Gnd Floor Inglis Bldg) BOUNDARY LAYERS AND DRAG

Transport processes. 7. Semester Chemical Engineering Civil Engineering

FE Exam Fluids Review October 23, Important Concepts

UNIT II CONVECTION HEAT TRANSFER

Introduction to Turbulence AEEM Why study turbulent flows?

Basic Fluid Mechanics

Turbulent Boundary Layers & Turbulence Models. Lecture 09

HEAT TRANSFER BY CONVECTION. Dr. Şaziye Balku 1

Bluff Body, Viscous Flow Characteristics ( Immersed Bodies)

Turbulence - Theory and Modelling GROUP-STUDIES:

CEE 3310 External Flows (Boundary Layers & Drag, Nov. 14, Re 0.5 x x 1/2. Re 1/2

1. Introduction, tensors, kinematics

In Chapter 6 we considered the general and theoretical aspects of forced

Unit operations of chemical engineering

Detailed Outline, M E 521: Foundations of Fluid Mechanics I

Exercise sheet 5 (Pipe flow)

AEROSPACE ENGINEERING DEPARTMENT. Second Year - Second Term ( ) Fluid Mechanics & Gas Dynamics

Given a stream function for a cylinder in a uniform flow with circulation: a) Sketch the flow pattern in terms of streamlines.

Eddy viscosity. AdOc 4060/5060 Spring 2013 Chris Jenkins. Turbulence (video 1hr):

Lecture-4. Flow Past Immersed Bodies

Iran University of Science & Technology School of Mechanical Engineering Advance Fluid Mechanics

Detailed Outline, M E 320 Fluid Flow, Spring Semester 2015

arxiv:physics/ v2 [physics.flu-dyn] 3 Jul 2007

Friction Factors and Drag Coefficients

ME19b. FINAL REVIEW SOLUTIONS. Mar. 11, 2010.

Problem 4.3. Problem 4.4

O. A Survey of Critical Experiments

ROAD MAP... D-1: Aerodynamics of 3-D Wings D-2: Boundary Layer and Viscous Effects D-3: XFLR (Aerodynamics Analysis Tool)

Empirical Co - Relations approach for solving problems of convection 10:06:43

External Flows. Dye streak. turbulent. laminar transition

Masters in Mechanical Engineering Aerodynamics 1 st Semester 2015/16

Lecture 7 Boundary Layer

Fundamental Concepts of Convection : Flow and Thermal Considerations. Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D.

S.E. (Mech.) (First Sem.) EXAMINATION, (Common to Mech/Sandwich) FLUID MECHANICS (2008 PATTERN) Time : Three Hours Maximum Marks : 100

Day 24: Flow around objects

τ du In his lecture we shall look at how the forces due to momentum changes on the fluid and viscous forces compare and what changes take place.

TME225 Learning outcomes 2018: week 1

CEE 3310 External Flows (Boundary Layers & Drag, Nov. 12, Re 0.5 x x 1/2. Re 1/2

Major and Minor Losses

Simulating Drag Crisis for a Sphere Using Skin Friction Boundary Conditions

CEE 3310 External Flows (Boundary Layers & Drag), /2 f = 0.664

Final 1. (25) 2. (10) 3. (10) 4. (10) 5. (10) 6. (10) TOTAL = HW = % MIDTERM = % FINAL = % COURSE GRADE =

Department of Energy Sciences, LTH

Tutorial 10. Boundary layer theory

Chapter 8: Flow in Pipes

Chapter 9 Flow over Immersed Bodies

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

Turbulent eddies in the RANS/LES transition region

PIPE FLOW. General Characteristic of Pipe Flow. Some of the basic components of a typical pipe system are shown in Figure 1.

Relaminerization of a Highly Accelerated Flow on a Convex Curvature

Turbulence Modeling I!

58:160 Intermediate Fluid Mechanics Bluff Body Professor Fred Stern Fall 2014

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

Piping Systems and Flow Analysis (Chapter 3)

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER


7. Basics of Turbulent Flow Figure 1.

Introduction to Heat and Mass Transfer. Week 12

Fluid Mechanics Prof. T.I. Eldho Department of Civil Engineering Indian Institute of Technology, Bombay. Lecture - 17 Laminar and Turbulent flows

Boundary layer flows The logarithmic law of the wall Mixing length model for turbulent viscosity

Department of Mechanical Engineering

Fluid Mechanics Testbank By David Admiraal

Bernoulli and Pipe Flow

BAE 820 Physical Principles of Environmental Systems

MYcsvtu Notes HEAT TRANSFER BY CONVECTION

AER1310: TURBULENCE MODELLING 1. Introduction to Turbulent Flows C. P. T. Groth c Oxford Dictionary: disturbance, commotion, varying irregularly

Laminar and Turbulent developing flow with/without heat transfer over a flat plate

CONVECTIVE HEAT TRANSFER

STUDY OF BOUNDARY LAYER PARAMETERS ON A FLAT PLATE USING WIND TUNNEL

Convection. forced convection when the flow is caused by external means, such as by a fan, a pump, or atmospheric winds.

F L U I D S Y S T E M D Y N A M I C S

ME 305 Fluid Mechanics I. Part 8 Viscous Flow in Pipes and Ducts. Flow in Pipes and Ducts. Flow in Pipes and Ducts (cont d)

What we know about Fluid Mechanics. What we know about Fluid Mechanics

Chapter 6. Losses due to Fluid Friction

INSTITUTE OF AERONAUTICAL ENGINEERING Dundigal, Hyderabad AERONAUTICAL ENGINEERING QUESTION BANK : AERONAUTICAL ENGINEERING.

COURSE ON VEHICLE AERODYNAMICS Prof. Tamás Lajos University of Rome La Sapienza 1999

Chapter 9 Flow over Immersed Bodies

LECTURE 1 THE CONTENTS OF THIS LECTURE ARE AS FOLLOWS:

Chapter 9. Flow over Immersed Bodies

6. Laminar and turbulent boundary layers

Logarithmic velocity profile in the atmospheric (rough wall) boundary layer

Fluid Mechanics II Viscosity and shear stresses

Hydraulics and hydrology

Transcription:

M E 320 Professor John M. Cimbala Lecture 38 Today, we will: Discuss displacement thickness in a laminar boundary layer Discuss the turbulent boundary layer on a flat plate, and compare with laminar flow Talk about boundary layers with pressure gradients d. Displacement thickness, δ * Definition: δ * = the distance that a streamline just outside the BL is deflected away from the wall due to the effect of the BL; the distance in which the outer flow is displaced away from the wall. Note: Neither δ nor δ * are streamlines. In fact, streamlines cross lines of δ and δ *. Alternate Definition: δ * = the imaginary increase in wall thickness seen by the outer flow, due to the presence of the BL. [The outer flow feels like the wall is thicker than it actually is.] Actual wall case: Apparent wall case:

Practical example of the usefulness of displacement thickness: Wind tunnel design. In these exaggerated drawings, as the BL grows along the walls of the wind tunnel, the speed in the core flow U(x) must increase because the core flow feels like the wind tunnel walls are converging, due to the displacement thickness effect. Actual wall case: Apparent wall case: To avoid this effect, and to keep U(x) constant, we would need to make the wind tunnel walls diverge out with downstream distance by the amount of the displacement thickness δ * : Actual wall case: Apparent wall case:

6. Turbulent Boundary Layer on a Flat Plate Since Re x = Ux/ν increases with x (distance down the plate), eventually Re x gets big enough that the BL transitions from laminar to turbulent. Here is a schematic of the process: Note: The vertical scale is greatly exaggerated for clarity. τ w = µ u/ y at y = 0 Re x, cr = 5 10 5 We define the engineering critical Reynolds number: Re x < Re x, cr BL most likely laminar Re x > Re x, cr BL most likely turbulent Here is what the actual BL looks like to scale: The time-averaged turbulent flat plate (zero pressure gradient) boundary layer velocity profile is much fuller than the laminar flat plate boundary layer profile, and therefore has a larger slope u/ y at the wall, leading to greater skin friction drag along the wall. Note: This is a nondimensional plot in terms of u/u vs. y/δ. The actual turbulent BL is of course much thicker than the laminar one in physical dimensions, as sketched above.

Quantities of interest for the turbulent flat plate boundary layer: Just as we did for the laminar (Blasius) flat plate boundary layer, we can use these expressions for the velocity profile to estimate quantities of interest, such as the 99% boundary layer thickness δ, the displacement thickness δ*, the local skin friction coefficient C f, x, etc. These are summarized in Table 10-4 in the text. Column (b) expressions are generally preferred for engineering analysis. Note that C f, x is the local skin friction coefficient, applied at only one value of x. To these we add the integrated average skin friction coefficients for one side of a flat plate of length L, noting that C f applies to the entire plate from x = 0 to x = L (see Chapter 11): For cases in which the laminar portion of the plate is taken into consideration, we use:

Turbulent flat plate boundary layers with wall roughness: Finally, all of the above are for smooth flat plates. However, if the plate is rough, the average skin friction coefficient C f increases with roughness ε. This is similar to the situation in pipe flows, in which Darcy friction factor f increases with pipe wall roughness. Increasing wall roughness Just as with pipe flows, at high enough Reynolds numbers, the boundary layer becomes fully rough. For a fully rough flat plate turbulent boundary layer with average wall roughness height ε, This equation represents the flat portions of Fig. 11-31 that are labeled Fully rough.

Example: Drag on a sheet of plywood (continued) Given: Craig buys a 4 8 ft sheet of plywood U at Lowe s and mounts it on the top of his car. He drives (carefully) at 35 mph 51.3 ft/s. The µ, ρ air density and kinematic viscosity in English units are ρ = 0.07518 lbm/ft 3 and ν = 1.632 10-4 ft 2 /s, respectively. 4 8 ft sheet of plywood To do: Estimate δ at the end of the plate (x = L) and the drag force on the plate for two cases: (a) smooth plate, turbulent BL, (b) rough plate (ε = 0.050 in.), turbulent BL. Solution: We solved this problem previously assuming that the BL remained laminar. We first solved for the Reynolds number at the end of the plate, Re x = Re L (at x = L) = UL/ν = 2.515 10 6. Results: δ = 0.297 in., F D = 0.165 lbf. Now let s repeat the calculations for a turbulent BL. F D

7. Boundary Layers with Pressure Gradients a. Some definitions For a flat plate, P = constant, and thus dp/dx = 0. We call this a zero-pressure gradient. For most real-life flows, P constant, and thus dp/dx 0. Two possibilities: If dp/dx < 0, du/dx > 0, the flow is accelerating. This is a favorable pressure gradient. If dp/dx > 0, du/dx < 0, the flow is decelerating. This is an unfavorable pressure gradient (also called an adverse pressure gradient). Adverse pressure gradients are unfavorable in the sense that they are more likely to separate. Examples: In most practical applications, we design so as to avoid flow separation if possible. For example, in a wind tunnel, the contraction has a favorable pressure gradient and flow separation is not likely. Therefore we typically design a very rapid contraction. However, the diffuser section has an unfavorable (adverse) pressure gradient, and is much more likely to separate. Therefore we design the diffuser with a much slower (smaller angle) divergence.