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

Similar documents
Lecture 3. Properties of Fluids 11/01/2017. There are thermodynamic properties of fluids like:

Fluid Mechanics Introduction

CHAPTER 1 Fluids and their Properties

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

CE MECHANICS OF FLUIDS UNIT I

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

1. The Properties of Fluids

Theory and Fundamental of Fluid Mechanics

Introduction to Marine Hydrodynamics

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

AMME2261: Fluid Mechanics 1 Course Notes

Fluid Mechanics II Viscosity and shear stresses

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch

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

Fluid Properties and Units

COURSE NUMBER: ME 321 Fluid Mechanics I. Fluid: Concept and Properties

MECHANICAL PROPERTIES OF FLUIDS:

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

Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr.

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

Fluids and their Properties

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

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

Differential relations for fluid flow

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

Please remember all the unit that you use in your calculation. There are no marks for correct answer without unit.

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

Chapter 1: Basic Concepts

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

1 FLUIDS AND THEIR PROPERTIES

Chapter 1 Fluid Characteristics

ch-01.qxd 8/4/04 2:33 PM Page 1 Part 1 Basic Principles of Open Channel Flows

Introduction and Fundamental Concepts (Lectures 1-7)

Fluid Mechanics-61341

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

Steven Burian Civil & Environmental Engineering September 25, 2013

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

Fluid Mechanics Abdusselam Altunkaynak

CHAPTER (2) FLUID PROPERTIES SUMMARY DR. MUNZER EBAID MECH.ENG.DEPT.

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

HYDRAULICS STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL HYDRAULICS

Class Notes Fall 2014

ME3250 Fluid Dynamics I

BFC FLUID MECHANICS BFC NOOR ALIZA AHMAD

COVENANT UNIVERSITY NIGERIA TUTORIAL KIT OMEGA SEMESTER PROGRAMME: MECHANICAL ENGINEERING

ENGR 292 Fluids and Thermodynamics

Review of Fluid Mechanics

10.52 Mechanics of Fluids Spring 2006 Problem Set 3

Fluid Engineering Mechanics

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

LECTURE 1 THE CONTENTS OF THIS LECTURE ARE AS FOLLOWS:

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

Lubrication and Journal Bearings

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

ME 262 BASIC FLUID MECHANICS Assistant Professor Neslihan Semerci Lecture 4. (Buoyancy and Viscosity of water)

Contents. I Introduction 1. Preface. xiii

INTRODUCTION DEFINITION OF FLUID. U p F FLUID IS A SUBSTANCE THAT CAN NOT SUPPORT SHEAR FORCES OF ANY MAGNITUDE WITHOUT CONTINUOUS DEFORMATION


ACE Engineering College

Fluid Mechanics. Jim Emery 9/3/ Bernoulli s Law 2. 2 Torricelli s Law 3. 3 Time to Empty a Tank 3. 4 Viscosity 4. 5 The Acceleration 5

Fundamentals of Fluid Mechanics

PHYSICAL MECHANISM OF CONVECTION

MECHANICAL PROPERTIES OF FLUIDS

Homework of chapter (1) (Solution)

Dynamic (absolute) Viscosity

E80. Fluid Measurement The Wind Tunnel Lab. Experimental Engineering.

Summary PHY101 ( 2 ) T / Hanadi Al Harbi

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

ME3560 Tentative Schedule Spring 2019

Shell Balances in Fluid Mechanics

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

This chapter is a study of the shear stress as a function of the shear rate for Newtonian and non-newtonian biological materials.

ME3560 Tentative Schedule Fall 2018

MM303 FLUID MECHANICS I PROBLEM SET 1 (CHAPTER 2) FALL v=by 2 =-6 (1/2) 2 = -3/2 m/s

HEAT TRANSFER BY CONVECTION. Dr. Şaziye Balku 1

Chapter 3 Non-Newtonian fluid

Sliding Contact Bearings

Fluid Mechanics. Spring 2009

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

Fluid Mechanics Discussion. Prepared By: Dr.Khalil M. Al-Astal Eng.Ahmed S. Al-Agha Eng.Ruba M. Awad

Physics 141 Rotational Motion 2 Page 1. Rotational Motion 2

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

Introduction to Heat and Mass Transfer. Week 10

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

1.060 Engineering Mechanics II Spring Problem Set 1

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

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

Convective Mass Transfer

REE 307 Fluid Mechanics II. Lecture 1. Sep 27, Dr./ Ahmed Mohamed Nagib Elmekawy. Zewail City for Science and Technology

Principles of Convection

Exercise: concepts from chapter 10

Notes 4: Differential Form of the Conservation Equations

MAE 3130: Fluid Mechanics Lecture 7: Differential Analysis/Part 1 Spring Dr. Jason Roney Mechanical and Aerospace Engineering

3. FORMS OF GOVERNING EQUATIONS IN CFD

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

Stress, Strain, and Viscosity. San Andreas Fault Palmdale

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

Chapter 5. The Differential Forms of the Fundamental Laws

UNIT I FLUID PROPERTIES AND STATICS

Mechanical Engineering Science for Medical Engineers Level: 4 Credit value: 8 GLH: 62 TQT: 80

Transcription:

University of Hail Faculty of Engineering DEPARTMENT OF MECHANICAL ENGINEERING ME 311 - Fluid Mechanics Lecture notes Chapter 1 Introduction and fluid properties Prepared by : Dr. N. Ait Messaoudene Based on: Fundamentals of Fluid Mechanics Munson; Young; Okiishi; Huebsch, 6 th Edition, John Willey and Sons, 2010. 1 st semester 2011-2012

What is Fluid Mechanics? First, what is a fluid? Three common states of matter are solid, liquid, and gas. A fluid is either a liquid or a gas. If surface effects are not present, flow behaves similarly in all common fluids, whether gases or liquids. Formal definition of a fluid - A fluid is a substance which deforms continuously under the application of a shear stress.

Definition of stress - A stress is defined as a force per unit area, acting on an infinitesimal surface element. Stresses have both magnitude (force per unit area) and direction, and the direction is relative to the surface on which the stress acts. There are normal stresses and tangential stresses. Pressure is an example of a normal stress, and acts inward, toward the surface, and perpendicular to the surface. A shear stress is an example of a tangential stress, i.e. it acts along the surface, parallel to the surface. Friction due to fluid viscosity is the primary source of shear stresses in a fluid.

Free body diagram for a fluid particle at rest. A fluid at rest can have only normal stresses, since a fluid at rest cannot resist a shear stress. In this case, the sum of all the forces must balance the weight of the fluid element. This condition is known as hydrostatics. Here, pressure is the only normal stress which exists. Free body diagram for a fluid particle in motion. Since the fluid is in motion, it can have both normal and shear stresses, as shown by the free body diagram. The vector sum of all forces acting on the fluid element must equal the mass of the element times its acceleration (Newton's second law).

Next, what is Fluid mechanics? Mechanics is essentially the application of the laws of force and motion. Conventionally, it is divided into two branches, statics and dynamics. Applying this to fluids two branches of fluid mechanics: Fluid statics or hydrostatics is the study of fluids at rest. The main equation required for this is Newton's second law for non-accelerating bodies, i.e. Fluid dynamics is the study of fluids in motion. The main equation required for this is Newton's second law for accelerating bodies, i.e.

Examples of problems that can be solved using fluid mechanics

PROPERTIES OF FLUIDS 1. Density, Specific Weight, Relative Density Density (ρ) = mass per unit volume of substance = δm/δv; [ρ] = [ML -3 ]. Variation of density with temperature for water Specific volume ( v) = Volume of fluid / mass of fluid = 1 / ρ Specific weight (γ) = force exerted by the earth's gravity upon a unit volume of the substance = ρg; [γ] = [ML -2 T -2 ]. Relative density (specific gravity) = ratio of mass density of the substance to that of water at a standard temperature and pressure = ρ/ρ w (non-dimensional).

2. Viscosity Viscosity is a measure of the importance of friction in fluid flow. Consider, for example, a fluid in two-dimensional steady shear between two parallel plates, as shown below. The bottom plate is fixed, while the upper plate is moving at a steady speed of U. the velocity of the fluid matches that of the wall at both the top and bottom walls. This is known as the no slip condition In fluid mechanics, shear stress, defined as a tangential force per unit area, is used rather than force itself, and is commonly denoted by τ. In simple shear flow such as this, the shear stress is directly proportional to the rate of deformation of the fluid, which in this case is equal to the slope of the velocity profile τ U/b.

Introducing the constant of proportionality μ, which is called the coefficient of viscosity; the Newton's equation of viscosity states that: τ = μ du/dy Fluids that follow the above relation are called Newtonian fluids. The coefficient of viscosity is also known as dynamic viscosity; its dimensions are [μ] = [ML -1 T -1 ] while its SI units are Pa-s. An ideal fluid is one which has zero viscosity, i.e., inviscid or non-viscous. Sometimes, it is more convenient to use kinematic viscosity, denoted by Greek letter "nu", which is simply defined as the viscosity divided by density, i.e. ν= μ/ρ Kinematic viscosity has the dimensions [ν] = [L 2 T -1 ], and its SI units are m 2 /s.

Newtonian fluids Typically, as temperature increases, the viscosity will decrease for a liquid, but will increase for a gas.

The fluid is non-newtonian if the relation between shear stress and shear strain rate is non-linear. e.g. Latex paint e.g. Toothpaste e.g. Quick sand

3. Vapor Pressure Vapor pressure is defined as the pressure at which a liquid will boil (vaporize). Cavitation phenomenon 4. Perfect Gas Law Very often we have fluid flows of gases at, or near, atmospheric pressure. In these cases, it can be considered as a perfect gas (or ideal) obeying to the ideal gas law: P = ρrt ; with R=R g /M g where R is called the perfect gas constant, R g is the Universal gas constant and M g is the gas molecular weight. The universal gas constant is R g 8.31 J/mol 5. Compressibility For most practical purposes liquids may be regarded as incompressible. However, there are certain cases, such as unsteady flow in pipes (e.g., water hammer), where the compressibility should be taken into account. Gases may also be treated as incompressible if the change in density is very small (typically less than 3%). An ideal fluid is an incompressible fluid.

6. Surface Tension and Capillarity Surface tension is a property of liquids which is felt at the interface between the liquid and another fluid (typically a gas). Surface tension has dimensions of force per unit length, and always acts parallel to the interface. A soap bubble is a good example to illustrate the effects of surface tension. How does a soap bubble remain spherical in shape? The answer is that there is a higher pressure inside the bubble than outside, much like a balloon. In fact, surface tension in the soap film acts much the same as the tension in the skin of a balloon.

Example 1. 1

Example 1. 2

Example 1. 3

Example 1. 3

Example 1. 4

Example 1.5: A standard bearing 500 mm Long and 151 mm in diameter encases a Shaft of 150 mm outer diameter. The oil film enclosed between the shaft and the bearing has a viscosity of 0.9 poise. What is the power lost in friction if the shaft revolves at 240 RPM? Find also the torque developed. Given : μ = 0.9 poise ; n=240 rpm ; l=151mm; dy=0.5mm du=πdn/60=3.14*.150*240/60=1.884 m/s τ = μ du/dy = 339.12 N/m 2 Shear force F= τ A=339.12*π*.15*.500=79.90 N Power =F*u=79.90*1.884=150.54 W Torque=F*D/2 =79.90*.150/2 =5.9925 Nm

Example 1. 6

Example 1. 6

Example 1. 7