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

Similar documents
Fluid dynamics - viscosity and. turbulent flow

Chapter 10. Solids and Fluids

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

Fluid Mechanics II Viscosity and shear stresses

University of Washington Department of Chemistry Chemistry 453 Winter Quarter 2013

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

8.6 Drag Forces in Fluids

Lecture 27 (Walker: ) Fluid Dynamics Nov. 9, 2009

Nicholas J. Giordano. Chapter 10 Fluids

PHY121 Physics for the Life Sciences I

CHAPTER 1 Fluids and their Properties

Chapter 10 - Mechanical Properties of Fluids. The blood pressure in humans is greater at the feet than at the brain

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

TALLINN UNIVERSITY OF TECHNOLOGY, DIVISION OF PHYSICS 13. STOKES METHOD

FORMULA SHEET. General formulas:

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

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer

Introduction to Fluid Flow

BAE 820 Physical Principles of Environmental Systems

BFC FLUID MECHANICS BFC NOOR ALIZA AHMAD

Fluid dynamics - Equation of. continuity and Bernoulli s principle.

MECHANICAL PROPERTIES OF FLUIDS:

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

Tutorial 10. Boundary layer theory

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

1. The Properties of Fluids

Chapter 3 Non-Newtonian fluid

R09. d water surface. Prove that the depth of pressure is equal to p +.

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

Microfluidics 1 Basics, Laminar flow, shear and flow profiles

Physics 201 Chapter 13 Lecture 1

MECHANICAL PROPERTIES OF FLUIDS

BME 419/519 Hernandez 2002

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

2 Navier-Stokes Equations

Transport Properties: Momentum Transport, Viscosity

Week 8. Topics: Next deadline: Viscous fluid flow (Study guide 14. Sections 12.4 and 12.5.) Bolus flow (Study guide 15. Section 12.6.

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

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

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

PROPERTIES OF BULK MATTER

ME3560 Tentative Schedule Spring 2019

Chapter 9. Solids and Fluids. States of Matter. Solid. Liquid. Gas

MP10: Process Modelling

Laboratory 9: The Viscosity of Liquids

ME3560 Tentative Schedule Fall 2018

Chapter 9. Solids and Fluids

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

6. Basic basic equations I ( )

Review of Fluid Mechanics

DEVIL PHYSICS THE BADDEST CLASS ON CAMPUS IB PHYSICS

LECTURE 1 THE CONTENTS OF THIS LECTURE ARE AS FOLLOWS:

Homework of chapter (1) (Solution)

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

Hydraulic Fundamentals Hydraulics Definition Advent of Oil Hydraulics Pascal s Law Pressure

For more info

Chapter 9 Fluids. Pressure

Fluids and their Properties

10 - FLUID MECHANICS Page 1

Day 24: Flow around objects

Summary PHY101 ( 2 ) T / Hanadi Al Harbi

FE Exam Fluids Review October 23, Important Concepts

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

Chapter 6. Losses due to Fluid Friction

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

Lecture 30 (Walker: ) Fluid Dynamics April 15, 2009

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

ρ mixture = m mixture /V = (SG antifreeze ρ water V antifreeze + SG water ρ water V water )/V, so we get

Physics 220: Classical Mechanics

Chapter 9. Solids and Fluids (c)

Fluid Mechanics Testbank By David Admiraal

PHYSICAL MECHANISM OF CONVECTION

Viscosity * Desmond Schipper Andrew R. Barron. 1 Introduction

Mechanical Engineering Programme of Study

Lesson 6 Review of fundamentals: Fluid flow

Stream line, turbulent flow and Viscosity of liquids - Poiseuille s Method

Fluid Dynamics Exercises and questions for the course

LECTURE 4 FLUID FLOW & SURFACE TENSION. Lecture Instructor: Kazumi Tolich


Physics 3 Summer 1990 Lab 7 - Hydrodynamics

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

Further Applications of Newton s Laws - Friction Static and Kinetic Friction

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

Chapter 9: Solids and Fluids

Steven Burian Civil & Environmental Engineering September 25, 2013

MEASUREMENT OF VISCOSITY OF LIQUID

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER

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.

Announcements. The continuity equation Since the fluid is incompressible, the fluid flows faster in the narrow portions of the pipe.

centrifugal acceleration, whose magnitude is r cos, is zero at the poles and maximum at the equator. This distribution of the centrifugal acceleration

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

Introductory Physics PHYS101

ME224 Lab 6 Viscosity Measurement

V/ t = 0 p/ t = 0 ρ/ t = 0. V/ s = 0 p/ s = 0 ρ/ s = 0

Piping Systems and Flow Analysis (Chapter 3)

The standard deviation σ is used for the index of fluctuation.

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

Formulae that you may or may not find useful. E v = V. dy dx = v u. y cp y = I xc/a y. Volume of an entire sphere = 4πr3 = πd3

Hydraulics. B.E. (Civil), Year/Part: II/II. Tutorial solutions: Pipe flow. Tutorial 1

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch

Transcription:

PHYS 101 Lecture 29x - Viscosity 29x - 1 Lecture 29x Viscosity (extended version) What s important: viscosity Poiseuille's law Stokes' law Demo: dissipation in flow through a tube Viscosity We introduced fluids as materials that cannot resist a shear stress, where a shear stress might involve a couplet of forces which have opposite direction and are applied to opposite faces of an object. Alternately, squeezing jello in your hand also has a shear component if the jello can escape around the top and bottom of the cylinder formed by your fingers. Passing your hand through air or water also demonstrates the fluid nature of these phases of matter, in that the air or water does not restore itself to initial state once your hand has passed by - rather, there has been mixing and rearranging of the gas or liquid. We know intuitively that there is a characteristic time for a fluid to respond to an applied stress. Water responds fairly fast when we pour it from a container by changing its orientation, whereas salad dressing usually responds more slowly, and sugar-laced molasses slower still. What determines the response time is the strength and nature of the interactions among the fluids molecular components. For example, the molecules could be long and entangled (as in a polymer) or they could be small, but strongly interacting (as in water or molten glass). The response time of a fluid is determined by a characteristic called its viscosity η. In Lecture 8, this viscosity appears in Stokes' Law for the drag force on a sphere of radius R moving at a speed v F DRAG = 6πηRv. The larger η, the larger the drag force, all other things being equal. Like other frictional forces, viscosity doesn't cause an object to spontaneously move, but rather it determines the magnitude of the resistance to an applied force. One place where this has an effect is on the motion of fluids near a stationary boundary. In previous lectures, we drew diagrams of streamline flow and assumed that all fluid flowing into a region moved at the same speed. But near a stationary boundary, such as the walls of a pipe, the fluid interacts with a surface that is rough, or perhaps attractive, as a result of which the boundary exerts drag on the fluid motion. This is similar to the frictional force between two rough surfaces.

PHYS 101 Lecture 29x - Viscosity 29x - 2 fluid flow solid surface At small length scales, the motion would appear to be locally turbulent, as drawn above. At a larger length scale, one would observe the local speed of the fluid to decrease towards zero the closer it flows near the boundary. In any of these cases, the effect of the drag force is to dissipate energy. no viscosity with viscosity Demo: The effects of dissipation show up as a pressure gradient at constant height y direction of flow In this demo, fluid from a reservoir enters from the left with sufficient pressure that some fluid is forced up the first tube against atmospheric pressure. However, as the fluid continues to the right, its local pressure drops, and the fluid in the side tubes cannot rise as strongly against gravity. For a liquid, this is not an effect of the fluid slowing down: the equation of continuity demands that what goes in on the left must come out on the right, and if the density of the fluid is constant, the mean speed of the fluid must be the same along the horizontal pipe (otherwise, liquid would "pile up" in the middle of the pipe).

PHYS 101 Lecture 29x - Viscosity 29x - 3 Volume rate of flow Rigid body kinematics describes the motion of a massive object in response to forces. For fluids, the analogous quantity is the volume rate of flow Q is defined as Q ΔV / Δt. That is, Q is the rate at which volume moves past a fixed location. We've examined this quantity before as part of determining the fluid mass moving through a cross sectional area A at speed v: v Δt The distance moved horizontally by a particular fluid element in time Δt is v Δt in the diagram above so that the change in volume in a given time Δt is ΔV = va Δt, where v is the fluid velocity and A is the cross sectional area of the fluid element. Thus, Q = va. If v is not a constant, this equation still applies, but now we must use the average velocity v av, ΔV v av A Δt. and Q = v av A. Poiseuille's law A The problem of laminar (non-turbulent) fluid flow through a pipe can be solved exactly. In the presence of dissipation, Poiseuille showed that Q = (πr 4 / 8η) (ΔP /L) Poiseuille's law where ΔP is the pressure drop over the length L of the pipe. Note that the flow increases like R 4, a rather large power of R. This is the reason that gas pipelines across Canada do not have particularly large diameters in spite of the volume of gas they move to major cities: 1 m diameter pipelines can carry a prodigious amount of gas. We measure the viscosity η of a liquid in Lec. 8 by means of a Stokes' Law analysis of the terminal speed of a falling object; η has units of J s/m 2 10 P, where P is a Poise. Again, some sample values:

PHYS 101 Lecture 29x - Viscosity 29x - 4 Fluid η (kg/m sec at 20 o C) Air 1.8x10-5 Water 1.0x10-3 Mercury 1.56x10-3 Olive oil 0.084 Glycerine 1.34 Glucose 10 13 mixtures: blood 2.7 x 10-3 An alternate approach to measuring η uses a shear stress applied to the free, horizontal surface of a fluid: plate with area A dragged by a force F v h F /A = ηv /h speed is zero at the boundary A plate of area A is pulled along the surface of the fluid with a force F, giving a stress of F/A. Stress has the same units as pressure, and pressure is one kind of stress. If the material in the diagram were a solid, it would resist the stress until it reached some equilibrium deformed configuration. But a fluid doesn't resist stress, and the floating plate continues to move as long as there is an applied force. The quantity v/h is the response of the fluid to the applied stress, and the viscosity is the proportionality constant in: F /A = η (v /h). Example (from Walker): blood flow in the pulmonary artery, which carries blood from the heart to the lungs). The pulmonary artery is 8.5 cm long, 2.4 mm in radius and supports a pressure difference along its length of 450 Pa. What is the average speed of the blood in the artery? From Poiseuille's law, Q = πr 4 ΔP / 8ηL + Q = v av A gives: v av A = πr 4 ΔP / 8ηL

PHYS 101 Lecture 29x - Viscosity 29x - 5 Dividing by A = πr 2, we have v av = R 2 ΔP / 8ηL Upon numerical substitution v av = (2.4 x 10-3 ) 2 450 / (8 2.7 x 10-3 8.5 x 10-2 ) = 1.4 m/s. Reynolds number A rule of thumb for classifying flow about an object of length l is the so-called Reynolds number, a dimensionless quantity given by Re = ρ v l / η where v is the velocity of the object, ρ is the density of the medium and η is its viscosity. Flow is streamline at small Re and turbulent at large Re; the cross-over between the regions depends on the geometry of the environment, and is in the 10-100 range. For a cell moving in a medium with a few times the viscosity of water, say 3 x 10-3 kg/m s, one has Re = 10 3 (kg/m 3 ) 10-6 (m/s) 10-6 (m) / 3x10-3 (kg/m s) = 3x10-7. Well, this is certainly much less than 1. Rotational drag The effect of viscosity on a rotating object has the same general form as the linear drag discussed earlier in the course (see also Lec. 31x and references therein to Howard Berg's book Random Walks in Biology). Here s a typical example: In a viscous medium, an object rotates at an angular frequency ω when subject to a torque τ according to τ = ω /C drag where C drag is a drag parameter. For a sphere of radius R, the drag parameter is C drag = 8πηR 3, where η is the viscosity of the medium. Find τ for a typical cell, if the rotational speed is 10 revolutions per second, R = 1 µm, and η = 10-3 kg/ m s.