Review of Fluid Mechanics

Similar documents
Chapter 1 Fluid Characteristics

Introduction to Marine Hydrodynamics

A Flowing Gas. Continuum Mechanics. Continuum Mechanics. Hydrodynamics

1. The Properties of Fluids

Fluid Mechanics Introduction

HYDRAULICS STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL HYDRAULICS

Notes 4: Differential Form of the Conservation Equations

Chapter 1: Basic Concepts

ME3250 Fluid Dynamics I

AMME2261: Fluid Mechanics 1 Course Notes

Thermodynamics System Surrounding Boundary State, Property Process Quasi Actual Equilibrium English

Fluid Mechanics Abdusselam Altunkaynak

Why do we need to study thermodynamics? Examples of practical thermodynamic devices:

CHAPTER 1 INTRODUCTION

CHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude.

1 LS 1: THE STUDENT WILL UTILIZE SKILLS OF OBSERVATION, DATA COLLECTION, AND DATA ANALYSIS TO SOLVE PROBLEMS

TOPICS. Density. Pressure. Variation of Pressure with Depth. Pressure Measurements. Buoyant Forces-Archimedes Principle

1. Introduction, fluid properties (1.1, 2.8, 4.1, and handouts)

CHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude.

Chapter 1: Basic Concepts of Thermodynamics. Thermodynamics and Energy. Dimensions and Units

Introduction to Aerodynamics. Dr. Guven Aerospace Engineer (P.hD)

Fluid Mechanics. Spring 2009

ME 201 Engineering Mechanics: Statics. Unit 1.1 Mechanics Fundamentals Newton s Laws of Motion Units

Thermodynamics-1. S. M. Hosseini Sarvari Chapter 1 Introduction & Basic Concepts

Course: TDEC202 (Energy II) dflwww.ece.drexel.edu/tdec

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch

A drop forms when liquid is forced out of a small tube. The shape of the drop is determined by a balance of pressure, gravity, and surface tension

Aerodynamics. Basic Aerodynamics. Continuity equation (mass conserved) Some thermodynamics. Energy equation (energy conserved)

CH. I ME2560 STATICS General Principles GENERAL PRINCIPLES. Rigid body mechanics. Fluid mechanics

High Speed Aerodynamics. Copyright 2009 Narayanan Komerath

INTRODUCTION AND BASIC CONCEPTS. Chapter 1. Mehmet Kanoglu. Thermodynamics: An Engineering Approach, 6 th Edition. Yunus A. Cengel, Michael A.

Chapter 14. Lecture 1 Fluid Mechanics. Dr. Armen Kocharian

Petroleum Engineering Dept. Fluid Mechanics Second Stage Dr. Ahmed K. Alshara

Chapter 14. Fluid Mechanics

University of Hail Faculty of Engineering DEPARTMENT OF MECHANICAL ENGINEERING. ME Fluid Mechanics Lecture notes. Chapter 1

s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum equations E. Pipe and other internal flow 7% of FE Morning Session I

Entropy generation and transport

Lecture 1 INTRODUCTION AND BASIC CONCEPTS

SKMM 2413 Thermodynamics

Lesson 6 Review of fundamentals: Fluid flow

We may have a general idea that a solid is hard and a fluid is soft. This is not satisfactory from

Fluid Properties and Units

Thermodynamic System. A thermodynamic system is a volume in space containing a quantity of matter that is being studied for thermodynamic analysis.

AA210A Fundamentals of Compressible Flow. Chapter 5 -The conservation equations

ENGR 292 Fluids and Thermodynamics

Unit A-1: List of Subjects

Chapter 1 Introduction

Part II Fundamentals of Fluid Mechanics By Munson, Young, and Okiishi

Applied Fluid Mechanics

NEWTON S LAWS OF MOTION (EQUATION OF MOTION) (Sections )

CPO Science Foundations of Physics. Unit 8, Chapter 27

CHAPTER 1 Fluids and their Properties

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

CHAPTER 8 ENTROPY GENERATION AND TRANSPORT

CHAPTER 7 SEVERAL FORMS OF THE EQUATIONS OF MOTION

Non-Newtonian fluids is the fluids in which shear stress is not directly proportional to deformation rate, such as toothpaste,

Chapter -5(Section-1) Friction in Solids and Liquids

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

Steven Burian Civil & Environmental Engineering September 25, 2013

Principles of Convection

Rate of Flow Quantity of fluid passing through any section (area) per unit time

ENGR 292 Fluids and Thermodynamics

Liquids and solids are essentially incompressible substances and the variation of their density with pressure is usually negligible.

MECHANICAL PROPERTIES OF FLUIDS:

General Physics I (aka PHYS 2013)

Petroleum Engineering Department Fluid Mechanics Second Stage Assist Prof. Dr. Ahmed K. Alshara

What s important: viscosity Poiseuille's law Stokes' law Demo: dissipation in flow through a tube

Fluid Mechanics. du dy

Welcome to MECH 280. Ian A. Frigaard. Department of Mechanical Engineering, University of British Columbia. Mech 280: Frigaard

Exam 2--PHYS 101--F11--Chapters 4, 5, & 6

ME2320 Thermodynamics I. Summer I Instructor: Dr. William W. Liou

Fundamentals of Fluid Dynamics: Ideal Flow Theory & Basic Aerodynamics

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

Nicholas J. Giordano. Chapter 10 Fluids

Fluid Mechanics Qualifying Examination Sample Exam 2

Chapter 1. The Properties of Gases Fall Semester Physical Chemistry 1 (CHM2201)

Class Notes Fall 2014

EKC314: TRANSPORT PHENOMENA Core Course for B.Eng.(Chemical Engineering) Semester II (2008/2009)

Spring_#1. Thermodynamics. Youngsuk Nam.

STATICS. Introduction Lecture Notes: J. Walt Oler Texas Tech University. Vector Mechanics for Engineers: Statics VECTOR MECHANICS FOR ENGINEERS:

Flight Vehicle Terminology

Outlines. simple relations of fluid dynamics Boundary layer analysis. Important for basic understanding of convection heat transfer

Contents. I Introduction 1. Preface. xiii

1.3 Molecular Level Presentation

Summary PHY101 ( 2 ) T / Hanadi Al Harbi

Entry Aerodynamics MARYLAND U N I V E R S I T Y O F. Entry Aerodynamics. ENAE Launch and Entry Vehicle Design

Name Date Class THE NATURE OF GASES

Physics. Assignment-1(UNITS AND MEASUREMENT)

Chapter 9: Solids and Fluids

Downloaded from

ME3560 Tentative Schedule Spring 2019

CE MECHANICS OF FLUIDS UNIT I

11.1 Mass Density. Fluids are materials that can flow, and they include both gases and liquids. The mass density of a liquid or gas is an

An-Najah National University Civil Engineering Department. Fluid Mechanics. Chapter 1. General Introduction

Introduction to Fluid Dynamics

ME3560 Tentative Schedule Fall 2018

Viscous Flow and Convective Heat Transfer (EGFD 7041) Fall 2018

DIMENSIONS AND UNITS

P = 1 3 (σ xx + σ yy + σ zz ) = F A. It is created by the bombardment of the surface by molecules of fluid.

(Refer Slide Time: 2:14)

Transcription:

Chapter 3 Review of Fluid Mechanics 3.1 Units and Basic Definitions Newton s Second law forms the basis of all units of measurement. For a particle of mass m subjected to a resultant force F the law may be stated as F = m a where a is the resulting acceleration measured in a nonaccelerating frame of reference. SI units The SI system is a metric system based on the meter, kilogram, second and Kelvin as basic units of length, mass, time, and temperature respectively. In SI system the units for force (Newton) is derived from Newton s second law of motion. By definition one Newton is that force which will give a one-kilogram mass an acceleration of one meter per second squared. The SI system is termed an absolute system since mass is taken to be an absolute or base quantity. English Engineering units The English Engineering system (EES) is based on the foot, pound, second and Rankine as basic units of length, force, time, and temperature respectively. In EES the units of mass (slug) is derived from Newton s second law of motion. By definition one slug of mass will have an acceleration of one foot per second squared when acted upon by a force of one pound. EES is called a gravitational system since force (as measured from gravitational pull) is taken as a base quantity. Quantity SI EES mass kilogram (kg) slug length meter (m) foot (ft) time second (s) second (sec) force newton (N) pound (lb) Temperature Kelvin ( K) Rankine ( R) System A system is a region enclosed by a rigid or flexible boundary with a quantity of matter of fixed mass and identity. Heat and work can cross the boundary of a system. Control volume A control volume is a finite region in space that may be fixed or moving in space. Mass, momentum, heat and work can cross the boundary of the region called the control surface. Phase A phase is defined as a quantity of matter that is homogeneous throughout (ex. solid, liquid and gas). State A state may be defined by certain observable macroscopic properties. (ex. pressure, temperature, density, etc) 16

Property A property can be defined as any quantity that depends on the state of the system and is independent of the path (i.e., the prior history) by which the system arrived at the given state. The properties of a given state are always unique. They are also called point functions. Intensive property Depends only on the state of the system and is independent of its mass (ex. temperature, pressure, density, etc.). Extensive property Depends directly with the mass of the system (ex. volume, internal energy, etc). Process Whenever one or more of the properties of a system change, the system has undergone a state change. The path of the succession of states through which the system passes is called the process. Isothermal process: A constant temperature process. Isobaric process: A constant pressure process. Isometric process: A constant volume process. Isentropic process: A constant entropy process. Adiabatic process: A process with no heat transfer. Reversible process: A reversible process is an ideal process in which the process direction can be reversed and the system would retrace the same series of equilibrium states. Cycle When a system in a given state goes through a number of different changes of state or processes and finally returns to its initial state, the system has undergone a cycle. Therefore, at the conclusion of a cycle all the properties have the same value they had at the beginning. Solid Put inside a larger, closed container will not change its shape and boundaries will remain the same. Intermolecular loads are very rigid, maintaining the molecules in what is virtually a fixed spatial relationship. Thus a solid has a fixed volume and shape. Liquid Volume of liquid remains constant and takes to the general shape of the container. Weaker bonds between the molecules. Distances between the molecules are fairly rigidly controlled but the arrangement in shape is free. A liquid, therefore has a closely defined volume but no defined shape. Gas Completely fill the container. Weak bonds and has neither a defined shape nor a defined volume. Plasma A special form of a gas has properties different from those of a normal gas and, although belonging to the third group, can be regarded justifiably as a seperate, distinct form of matter. Fluid A basic feature of a fluid is that it can flow. This feature, however applies to substances which are not true fluids, e.g., a fine powder piled on a sloping surface will also flow. Heaps can be formed by flow. Thus a fluid may be defined as matter capable of flowing and either finding its own level (if liquid) or filling the whole of its container (if a gas). Microscopic point of view In microscopic point of view we deal with the individual molecules motion and behavior. Macroscopic point of view In macroscopic point of view we are concerned with the gross or average effects of many molecules through measurable or observable properties. 17

Concept of a continuum: Continuum flow From the macroscopic point of view, we are always concerned with volumes that are very large compared to molecular dimensions, and, therefore, with systems that contain many molecules. Since we are not concerned with the behavior of individual molecules, we can treat the substance as being continuous, disregarding the action of individual molecules, and this is called a continuum. Ideal gas Ideal gas is composed of molecules which are small compared to the mean distance between them and so the potential energy arising from their mutual attraction may be neglected. Collisions between molecules or between molecules and the containing vessel are assumed to be perfectly elastic. The average distance a molecule travels before colliding with another is termed the mean-free-path (λ). If the mean-free-path of the molecules approaches the order of magnitude of the dimensions of the vessel, then the concept of a continuum is not a valid assumption (ex. High vacuum technology, rarefied atmosphere). At temperature of 300K and above (room temperature and above) nitrogen and air behave as perfect or ideal gas up to pressure well above 1000 lb/in 2. Free molecular flow The mean-free-path is the same order as the bo scale in this region. Vehicles such as the space shuttle encounter free molecular flow at the extreme outer edge of the atmosphere, where the air density is so low that λ becomes of the order of the shuttle size. Low-density flow Exhibit characteristic flow of both the Continuum flow and Free molecular flow. Pressure-p If a bo is placed in a fluid, its surface is bombarded by a large number of molecules moving at random. When molecules bombard a surface they rebound, and by Newton s law the surface experiences a force equal and opposite to the time rate of change of momentum of the rebounding molecules. Thus static pressure is the normal force per unit area exerted on a surface due to the time rate of change of momentum of the molecules impacting (or crossing) that surface. p = df n lim da da da where da is the smallest area for which the system can be considered a continuum and df n is the force acting normal to that surface. p is a point property and a scalar. p has units of (Forec/Area), N/m 2, lb/ft 2, and lb/in 2. Most pressure and vacuum gages read the difference between the absolute pressure and the atmospheric pressure existing at the gage, and this is referred as gage pressure. Density-ρ ρ = dm lim dv dv dv where dv is the smallest volume for which the system can be considered a continuum and dm is the mass of that infinitesimal volume. Specific volume-v dv v = lim dv dv dm where dv is the smallest volume for which the system can be considered a continuum. Temperature-T The temperature of a gas (T ) is directly proportional to the average kinetic energy of the molecules of the fluid. Note: p, ρ, T are all static properties. Ex) A static temperature is that temperature measured by a common thermometer. Viscosity-µ 18

Viscosity is that property of a fluid in ordered motion which causes their layer immediately adjacent to a surface to remain at rest. Shear Stress τ du The constant of proportionality is µ. If T is in Rankine: µ = 2.270 10 8 T 3/2 [slug/ft sec] T + 198.6 If T is in Kelvin: µ = 1.456 10 6 T 3/2 [kg/m sec] T + 110.3 Stea Flow If fluid properties at a point in a field do not change with time, then they are a function of space only. They are represented by: ϕ = ϕ(q 1, q 2, q 3 ) Therefore for a stea flow ϕ t = 0. One-, Two-, and Three-Dimensional Flows A flow is classified as one-, two-, or three-dimensional depending on the number of space coordinates required to specify all the fluid properties and the number of components of the velocity vector. For example a stea three-dimensional flow requires three space coordinates to specify the property and the velocity vector is given by: V = v 1 ê 1 + v 2 ê 2 + v 3 ê 3. Most real flows are three-dimensional in nature. On the other hand any property of a two-dimensional flow field requires only two space coordinates to describe it and its velocity has only two components along the two space coordinates that describe the field. The third component of velocity is identically zero everywhere. Stea channel flow between two parallel plates is a perfect example of twodimensional flow if the viscous effects on the plates are neglected. The properties of the flow can be uniquely represented by ϕ = ϕ(q 1, q 2 ) and the velocity vector can be written as V = v 1 ê 1 + v 2 ê 2. The complexity of analysis increases considerably with the number of dimensions of the flow field. In one-dimensional flow properties vary only as a function of one spatial coordinate and the velocity component in the other two directions are identically zero. In other words ϕ = ϕ(q 1 ) and V = v 1 ê 1. Flux Flux is defined as a rate of flow of any quantity per unit area across a control surface. Thus mass flux is the rate of mass flow rate per unit area and heat flux is the heat flow rate per unit area across the control surface. Incompressible If density is constant, the flow is called incompressible. If the density is variable it is called compressible flow. Flow of homogeneous liquid is treated as incompressible. Boundary layer The boundary layer is that region near the surface of a bo where viscous effects are important. ( ) ( ) Shear Stress (τ) wall = (τ) y=0 = µ is large because is large. Effect of viscosity u y y=0 The speed of flow which increases from zero at the surface of the bo to the full streaming speed away from the bo. (Velocity gradient inside the boundary layer) Apparently stea force called the skin friction drag acting on the bo in the direction of flow. Newtonian versus Non-Newtonian fluid Fluids for which the shear stress is directly proportional to the rate of strain are called Newtonian fluids. ( ) du Shear Stress (τ) For same fluids, however, the shear stress may not be directly proportional to the rate of strain. ( ) du Shear Stress (τ) not proportional to These fluids are classified as Non-Newtonian. ex) blood, certain plastics, clay-waste mixture. u y y=0 19

Viscosity is important in the boundary layer, the separated flow region, and the wake region. Rest of the regions can be essentially treated as inviscid where µ = 0. Inviscid theory can adequately predict the pressure distribution and lift on a bo. Inviscid theory gives also a valid representation of the streamlines and flow field away from the bo. Inviscid theory can not predict any drag that depends on the friction. Classification based on approximations of flow problems Gas is a compressible, viscous, inhomogeneous substance, and the physical principles underlying its behavior are not completely enough understood to permit us to formulate exactly, any flow problem. Even if this were possible, the resulting equations would, in all probability be too difficult to solve. Hence all formulations are approximate at best. 1. Perfect fluid: homogeneous (not composed of discrete particles), incompressible (inelastic), inviscid fluid. The assumption of a perfect fluid gives good agreement with experiment for flows outside of boundary layer and wake of well-streamlined bodies moving with velocities of less than 200 mph at altitudes under about 100,000 ft. 2. Compressible, inviscid fluid: Fluid is considered compressible (elastic) and hence speed of sound characterzies the flow. It provides a good approximation for problems involving the flow outside of boundary layer and wake of bodies for all speeds at altitudes below about 100,000 ft. 3. Viscous, compressible fluid: Viscosity is included. Flow within the boundary layer and wake is amenable to accurate analysis, provided the flow is laminar (good for all speeds below altitudes of 100,000 ft). 20