ME 431A/538A/538B Homework 22 October 2018 Advanced Fluid Mechanics

Similar documents
Validation 3. Laminar Flow Around a Circular Cylinder

Basic Fluid Mechanics

Figure 3: Problem 7. (a) 0.9 m (b) 1.8 m (c) 2.7 m (d) 3.6 m

Lecture 30 Review of Fluid Flow and Heat Transfer

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

Principles of Convection

Initial and Boundary Conditions

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.

Chapter (4) Motion of Fluid Particles and Streams

!! +! 2!! +!"!! =!! +! 2!! +!"!! +!!"!"!"

Friction Factors and Drag Coefficients

CONVECTIVE HEAT TRANSFER

2, where dp is the constant, R is the radius of

Introduction to Turbulence AEEM Why study turbulent flows?

Supplementary Information for Engineering and Analysis of Surface Interactions in a Microfluidic Herringbone Micromixer

6. Basic basic equations I ( )

FE Fluids Review March 23, 2012 Steve Burian (Civil & Environmental Engineering)

AER210 VECTOR CALCULUS and FLUID MECHANICS. Quiz 4 Duration: 70 minutes

Active Control of Separated Cascade Flow

Conservation of Momentum using Control Volumes

MOMENTUM PRINCIPLE. Review: Last time, we derived the Reynolds Transport Theorem: Chapter 6. where B is any extensive property (proportional to mass),

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

150A Review Session 2/13/2014 Fluid Statics. Pressure acts in all directions, normal to the surrounding surfaces

Heat and Mass Transfer Prof. S.P. Sukhatme Department of Mechanical Engineering Indian Institute of Technology, Bombay

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

10.52 Mechanics of Fluids Spring 2006 Problem Set 3

Tutorial for the heated pipe with constant fluid properties in STAR-CCM+

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

CALIFORNIA POLYTECHNIC STATE UNIVERSITY Mechanical Engineering Department ME 347, Fluid Mechanics II, Winter 2018

Numerical Investigation of Thermal Performance in Cross Flow Around Square Array of Circular Cylinders

Mixing in Flow Devices:

Fluid Mechanics II Viscosity and shear stresses

1. Fluid Dynamics Around Airfoils

Shell Balances in Fluid Mechanics

Lecture 2 Flow classifications and continuity

Chapter 5 Control Volume Approach and Continuity Equation

ME3560 Tentative Schedule Spring 2019

Transport by convection. Coupling convection-diffusion

Visualization of flow pattern over or around immersed objects in open channel flow.

2 Navier-Stokes Equations

ME3560 Tentative Schedule Fall 2018

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER


Part A: 1 pts each, 10 pts total, no partial credit.

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

Process Fluid Mechanics

Numerical Simulation of the Hagemann Entrainment Experiments

Physics to PDE. Tutorial

Laminar Flow. Chapter ZERO PRESSURE GRADIENT

MULTIPLE-CHOICE PROBLEMS:(Two marks per answer) (Circle the Letter Beside the Most Correct Answer in the Questions Below.)

BACHELOR OF TECHNOLOGY IN MECHANICAL ENGINEERING (COMPUTER INTEGRATED MANUFACTURING)

7. Basics of Turbulent Flow Figure 1.

Calculations on a heated cylinder case

Numerical Investigation of Vortex Induced Vibration of Two Cylinders in Side by Side Arrangement

REE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics

Homework 4 in 5C1212; Part A: Incompressible Navier- Stokes, Finite Volume Methods

Chapter 6: Incompressible Inviscid Flow

Masters in Mechanical Engineering Aerodynamics 1 st Semester 2015/16

UNIT II CONVECTION HEAT TRANSFER

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

Fall 2014 Qualifying Exam Thermodynamics Closed Book

Physical Science and Engineering. Course Information. Course Number: ME 100

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

Student name: This is a closed book examination. You are allowed 1 sheet of 8.5 x 11 paper with notes.

Chemical and Biomolecular Engineering 150A Transport Processes Spring Semester 2017

Numerical and Experimental Study on the Effect of Guide Vane Insertion on the Flow Characteristics in a 90º Rectangular Elbow

Chapter 1: Basic Concepts

Nicholas Cox, Pawel Drapala, and Bruce F. Finlayson Department of Chemical Engineering, University of Washington, Seattle, WA, USA.

Department of Mechanical Engineering

Entropic Evaluation of Dean Flow Micromixers

meters, we can re-arrange this expression to give

Physical Properties of Fluids

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

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

Microscopic Momentum Balance Equation (Navier-Stokes)

Maximum Heat Transfer Density From Finned Tubes Cooled By Natural Convection

Laminar Forced Convection Heat Transfer from Two Heated Square Cylinders in a Bingham Plastic Fluid

FE Exam Fluids Review October 23, Important Concepts

CHEN 3200 Fluid Mechanics Spring Homework 3 solutions

FLUID MECHANICS. Gaza. Chapter CHAPTER 44. Motion of Fluid Particles and Streams. Dr. Khalil Mahmoud ALASTAL


Chapter 8: Flow in Pipes

MECHANICAL PROPERTIES OF FLUIDS:

MULTIPLE-CHOICE PROBLEMS :(Two marks per answer) (Circle the Letter Beside the Most Correct Answer in the Questions Below.)

PHYSICAL MECHANISM OF CONVECTION

Helical Coil Flow: a Case Study

MAE 598 Project #1 Jeremiah Dwight

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

FLOW IN CONDUITS. Shear stress distribution across a pipe section. Chapter 10

Unit operations of chemical engineering

ME 144: Heat Transfer Introduction to Convection. J. M. Meyers

UNIT II Real fluids. FMM / KRG / MECH / NPRCET Page 78. Laminar and turbulent flow

Turbulent Boundary Layers & Turbulence Models. Lecture 09

Momentum (Newton s 2nd Law of Motion)

Differential relations for fluid flow

Tutorial for the supercritical pressure pipe with STAR-CCM+

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

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

O. A Survey of Critical Experiments

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

Transcription:

ME 431A/538A/538B Homework 22 October 2018 Advanced Fluid Mechanics For Friday, October 26 th Start reading the handout entitled Notes on finite-volume methods. Review Chapter 7 on Dimensional Analysis No homework assignment on Monday October 28 th, as the mid-term is held Friday November 2 nd Due Monday, October 29 th Problem 1. Consider the problem of steady, two-dimensional, incompressible, laminar flow past a heated cylinder, as shown in Figure 1. It is assumed that the temperature field T (x, y) satisfies the heat equation: T t + V T = k 2 T, (1) plus the following boundary conditions on T : T (x, y) = T i at the inlet, T (x, y) = T c on the surface of the cylinder, and T y = 0 along the top and bottom surfaces. It is assumed that the thermal diffusivity k is constant, and that the temperature fluctuations are not large enough to affect the flow field. T i T c T/ y = 0 T/ y = 0 Figure 1: Flow past a heated cylinder. 1. If T s (x, y) is a solution to this problem, then show that T (x, y) = T s (x, y) T i is a solution to the same problem, but with inlet conditions T (x, y) = 0 and T (x, y) = T c T i on the surface of the cylinder. 2. Show that T (x, y) = T s(x, y) T i is a solution to the same problem, but with T (x, y) = 0 at T c T i the inlet and T (x, y) = 1 at the surface of the cylinder. 1

3. Argue that if one solves Equation (1) subject to the inlet condition T (x, y) = 0, the condition of T (x, y) = 1 on the heated surface, and the condition T = 0 along the top and bottom y boundaries, then this solution can be used for problems with any inlet values of T i, any values of T c on the cylinder surface, and no heat flux at the top and bottom boundaries. This property is due to the fact that Equation (1) for T is linear in T. Problem 2. Consider the problem of two-dimensional, steady, incompressible, fully-developed flow in a channel as discussed in class and in the text. Assume that the flow entering the channel has a temperature distribution of T (0, y) = F (y), h/2 y h/2, where F (y) is an arbitrary function of y. Are there either constant temperature or constant temperature flux boundary conditions along the channel side walls such that the temperature field would also be fully-developed, i.e., independent of x? Problem 3. Computer Simulation of Steady Flow past a Cylinder. Consider two-dimensional, steady, laminar flow past a circular cylinder. The objectives of this problem are to use STAR-CCM+ to address the case of flow past a circular cylinder for a range of Reynolds numbers, and in particular to determine the drag force and the extent of the recirculation zone for each case computed. y = H u = U v = 0 P i (y) slip v=0, u/ y=0 V = 0 u(y) v(y) P 0 d slip y = H x = L x = 0 x = L x = 2L Figure 2: Sketch of the computational domain. The physical/computational domain is shown in Figure 2. A circular cylinder of diameter d is placed with its axis perpendicular to the flow direction in a stream with speed U. The flow is assumed to be laminar, steady, and two-dimensional. The computational domain ranges from L x 2L, and H y H. for graduate students 2

The boundary conditions are listed on the sketch. The boundary condition at the inlet is uniform (constant) velocity, i.e., V = (u, v) = (U, 0), where U is the constant inlet velocity. The boundary conditions on the surface of the cylinder are no-slip, i.e., V = (0, 0). In order to eliminate boundary layers on the top and bottom walls, take the boundary condition to be free-slip (no shear stress), i.e., ( u v = 0 y + v ) = u x y = 0 ; the latter is because v = constant = 0 along the boundary. Finally take the boundary condition at the outlet to be constant pressure. For this computational problem take the fluid to be water, and use the default values for the density and viscosity used in STAR-CCM+, i.e., ρ = 997.561 kg/m 3, and = 8.8871 10 4 Pa s. Take the cylinder radius to be 1 cm, and the size of the computational domain given by L = 10 cm and H = 10 cm. Perform simulations for the following cases: Re = ρud = 13.1 and 41.0. In performing the simulations, it is suggested (although not mandatory) that you use the computational domain shown. For each Reynolds number case, provide the following information from your simulations: 1. a streamline plot of the overall flow field, emphasizing the flow nearer the cylinder if necessary. 2. a plot of u versus y at the outflow to the computational domain. 3. a plot of u versus x along the centerline y = 0 behind the cylinder, which will determine the length of the recirculation zone. 4. a comparison of the ratio of the length of the recirculation zone to the cylinder diameter, obtained from your calculations, with that obtained by flow visualization given in the figures below. 5. from the simulation, determine the drag force on the cylinder. Finally, for the calculation of the drag force D, form the nondimensional drag (the drag coefficient) and plot these as points on a copy of Figure 9.14, page 186, of the text. Figures 3 and 4 below, taken from the book by van Dyke (An Album of Fluid Motion, Parabolic Press), can be used to estimate the ratio of the length of the recirculation zone to the cylinder diameter. Note that for this laminar, incompressible flow, the length of the recalculation zone l should depend on the fluid density, ρ, the fluid viscosity,, and oncoming flow speed, U, and the cylinder diameter, d, i.e., l = f(ρ,, U, D). 3

In this problem there are five dimensional quantities, l, ρ,, U, and d, and three dimensions, M (mass), L (length), and T (time). So from the Buckingham Pi theorem, there should be two non-dimensional parameters. One choice of these is: Π 1 = l d and Π 2 = ρud, the Reynolds number. Buckingham s theorem states that Π 1 should be a function of Π 2, i.e., Π 1 = f(π 2 ), but it does not give the function form for g. Therefore we know that ( ) l ρud d = g. Therefore, for two different flows at the same Reynolds number ρud/, then l/d should also be the same. This is used to determine l/d, and hence l, for each case. Figure 3: Photograph of circular cylinder flow at Re = 13.1. The cylinder is moving through a tank of water containing aluminum powder, an dis illuminated by a sheet of light from below the free surface. 4

Figure 4: Photograph of circular cylinder flow at Re = 41.0. 5