Chapter 9. Solids and Fluids 9.3 DENSITY AND PRESSURE

Similar documents
Chapter 14. Fluid Mechanics

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

Chapter 9. Solids and Fluids. 1. Introduction. 2. Fluids at Rest. 3. Fluid Motion

Nicholas J. Giordano. Chapter 10 Fluids

Chapter 9: Solids and Fluids

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

Chapter 12. Fluid Mechanics. A. The density ρ of a substance of uniform composition is defined as its mass M divided by its volume V.

Physics 201 Chapter 13 Lecture 1

Phy 212: General Physics II. Daniel Bernoulli ( )

Chapter 15: Fluids. Mass Density = Volume. note : Fluids: substances which flow

Chapter 15: Fluid Mechanics Dynamics Using Pascal s Law = F 1 = F 2 2 = F 2 A 2

Chapter 9. Solids and Fluids

m V DEFINITION OF MASS DENSITY The mass density of a substance is the mass of a substance divided by its volume: SI Unit of Mass Density: kg/m 3

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

General Physics I. Lecture 16: Fluid Mechanics. Prof. WAN, Xin ( 万歆 )

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

Physics 207 Lecture 18

Chapter 9. Solids and Fluids

Pressure in a fluid P P P P

Chapter 14 - Fluids. -Archimedes, On Floating Bodies. David J. Starling Penn State Hazleton PHYS 213. Chapter 14 - Fluids. Objectives (Ch 14)

MECHANICAL PROPERTIES OF FLUIDS:

Fluids. Fluids in Motion or Fluid Dynamics

Fluids. Fluid = Gas or Liquid. Density Pressure in a Fluid Buoyancy and Archimedes Principle Fluids in Motion

Fluid Mechanics. The atmosphere is a fluid!

Fluids, Continuity, and Bernouli

Chapter 11. Fluids. continued

Fluid Mechanics. Chapter 12. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman

MECHANICAL PROPERTIES OF FLUIDS

Physics 201 Chapter 13 Lecture 1

FLUID FLOW IDEAL FLUID BERNOULLI'S PRINCIPLE

Fluid Mechanics. Chapter 14. Modified by P. Lam 6_7_2012

Reminder: HW #10 due Thursday, Dec 2, 11:59 p.m. (last HW that contributes to the final grade)

Chapter 15 - Fluid Mechanics Thursday, March 24 th

Chapter 11 - Fluids in Motion. Sections 7-9

Fluid Dynamics. Equation of continuity Bernoulli s Equation Bernoulli s Application Viscosity Poiseuilles law Stokes law Reynolds Number

Physics 106 Lecture 13. Fluid Mechanics

Chapter 9 Fluids. Pressure

There are three phases of matter: Solid, liquid and gas

Today s Discussion: Fluids Pressure and Pascal s principle Bouyancy, Archimedes principle Bernoulli s equation

Tridib s Physics Tutorials visit

Chapter 10. Solids and Fluids

m V DEFINITION OF MASS DENSITY The mass density of a substance is the mass of a substance divided by its volume: SI Unit of Mass Density: kg/m 3

Fluids II (Fluids in motion)

Physics 207 Lecture 20. Chapter 15, Fluids

Chapter 15. m. The symbolic equation for mass density is: ρ= m V. Table of Densities

Bernoulli s Equation

Physics 201, Lecture 26

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

10/9/2017 LET S PERFORM 4 EXPERIMENTS: UNIT 1 FLUID STATICS AND DYNAMICS CHAPTER 11 FLUIDS IN MOTION SNORING BERNOULLI'S PRINCIPLE

Physics 220: Classical Mechanics

Physics 153 Introductory Physics II. Week One: FLUIDS. Dr. Joseph J. Trout

Physics 123 Unit #1 Review

Liquids CHAPTER 13 FLUIDS FLUIDS. Gases. Density! Bulk modulus! Compressibility. To begin with... some important definitions...

Lecture 8 Equilibrium and Elasticity

Physics 220: Classical Mechanics

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

DEVIL PHYSICS THE BADDEST CLASS ON CAMPUS IB PHYSICS

10 - FLUID MECHANICS Page 1

PHY121 Physics for the Life Sciences I

CHAPTER 13. Liquids FLUIDS FLUIDS. Gases. Density! Bulk modulus! Compressibility. To begin with... some important definitions...

Worksheet for Exploration 15.1: Blood Flow and the Continuity Equation

If we change the quantity causing the deformation from force to force per unit area, we get a relation that does not depend on area.

PHYSICS 220 Lecture 16 Fluids Textbook Sections

University Physics 226N/231N Old Dominion University. Ch 12: Finish Fluid Mechanics Exam Review

General Physics I (aka PHYS 2013)

Recap: Static Fluids

M o d u l e B a s i c A e r o d y n a m i c s

EQUILIBRIUM OBJECTIVES PRE-LECTURE

Physics 207 Lecture 22. Lecture 22

Physics 111. Thursday, November 11, 2004

Barometer Fluid rises until pressure at A, due its weight, equals atmospheric pressure at B. Unit: mm Hg (millimeters that mercury rises)

States of Matter. Physics 201, Lecture 25. Density ρ. Fluids

In steady flow the velocity of the fluid particles at any point is constant as time passes.

Fluidi. Copyright 2015 John Wiley & Sons, Inc. All rights reserved.

Physics Courseware Physics I

Physics General Physics. Lecture 21 Fluids in Motion. Fall 2016 Semester Prof. Matthew Jones

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

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

Page 1. Physics 131: Lecture 23. Today s Agenda. Announcements. States of Matter

Chapter 15B - Fluids in Motion. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University

Chapter 10. Solids & Liquids

Physics 107 HOMEWORK ASSIGNMENT #9

Fluid Mechanics. If deformation is small, the stress in a body is proportional to the corresponding

11/4/2003 PHY Lecture 16 1

12-3 Bernoulli's Equation

Chapter 9 Solids and Fluids. Elasticity Archimedes Principle Bernoulli s Equation

Chapter 14 - Fluids. Pressure is defined as the perpendicular force on a surface per unit surface area.

Stevens High School AP Physics II Work for Not-school

States of Matter. Chapter 9 Solids and Fluids. Solids: Stress and Strain. Solids: Stress and Strain. Stress = Force Area. Strain =!L L. Example 9.

States of Matter. Chapter 9 Solids and Fluids. Solids: Stress and Strain. Solids: Stress and Strain. Stress = Force Area. Strain =!

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

SY 2018/ st Final Term Revision. Student s Name: Grade: 10A/B. Subject: Physics. Teachers Signature

Discuss and apply Newton s laws (i.e., first, second, third, and law of universal gravitation)

GATE PSU. Chemical Engineering. Fluid Mechanics. For. The Gate Coach 28, Jia Sarai, Near IIT Hauzkhas, New Delhi 16 (+91) ,

Page 1. Chapters 2, 3 (linear) 9 (rotational) Final Exam: Wednesday, May 11, 10:05 am - 12:05 pm, BASCOM 272

Chapter 1 INTRODUCTION

Introductory Physics PHYS101

Momentum Circular Motion and Gravitation Rotational Motion Fluid Mechanics

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

Physics 107 HOMEWORK ASSIGNMENT #9b

Transcription:

9.3 DENSITY AND PRESSURE Chapter 9 Solids and Fluids The density of an object having uniform composition is defined as its mass M divided by its volume V: M V [9.6] SI unit: kilogram per meter cubed (kg/m 3 ) Densities of Some Common Substances Substance (kg/m 3 ) a Substance (kg/m 3 ) a Ice 0.97 0 3 Water.00 0 3 Aluminum 2.70 0 3 Glycerin.26 0 3 Iron 7.86 0 3 Ethyl alcohol 0.806 0 3 Copper 8.92 0 3 Benzene 0.879 0 3 Silver 0.5 0 3 Mercury 3.6 0 3 Lead.3 0 3 Air.29 Gold 9.3 0 3 Oxygen.43 Platinum 2.4 0 3 Hydrogen 8.99 0 2 Uranium 8.7 0 3 Helium.79 0 a

A Vacuum F (a) (b) If F is the magnitude of a force exerted perpendicular to a given surface of area A, then the pressure P is the force divided by the area: P F A [9.7] SI unit: pascal (Pa)

9.4 VARIATION OF PRESSURE WITH DEPTH When a fluid is at rest in a container, all portions of the fluid must be in static equilibrium at rest with respect to the observer. Furthermore, all points at the same depth must be at the same pressure. F 2 (a) F h Mg P (b) A P 2 A y 0 P 2 A P A Mg 0 y ity, we have y ty, 2 we have M V A(y y 2 ) nto Equation 9.8, canceling P 2 P g(y y 2 ) or rugby. Atmospheric pressure is also caused by a piling up of fluid in this case, the fluid is the gas of the atmosphere. The weight of all the air from sea level to the edge of space results in an atmospheric pressure of P 0.03 0 5 Pa (equivalent to 4.7 lb/in. 2 ) at sea level. This result can be adapted to find the pressure P at any depth h (y y 2 ) (0 y 2 ) below the surface of the water: P P 0 gh

P P 0 gh The pressure P at a depth h below the surface of a liquid open to the atmosphere is greater than atmospheric pressure by the amount ρgh Pascal s principle A change in pressure applied to an enclosed fluid is transmitted undiminished to every point of the fluid and to the walls of the container. P = P 2 F A = F 2 A 2 x F A A 2 F 2 x 2 (a)

9.5 PRESSURE MEASUREMENTS 0 The pressure P is called the absolute pressure, and P P 0 is called the gauge pressure. If P in the system is greater than atmospheric pressure, h is positive. If P is less than atmospheric pressure (a partial vacuum), h is negative, meaning that the right-hand column in Figure 9.6a is lower than the left-hand column. Another instrument used to measure pressure is the barometer (Fig. 9.6b), in- P h P 0 A B P = 0 (a) h (b) P 0 Another instrument used to measure pressure is the barometer (Fig. 9.6b), invented by Evangelista Torricelli (608 647). A long tube closed at one end is filled with mercury and then inverted into a dish of mercury. The closed end of the tube is nearly a vacuum, so its pressure can be taken to be zero. It follows that P 0 gh, where is the density of the mercury and h is the height of the mercury column. Note that the barometer measures the pressure of the atmosphere, whereas the manometer measures pressure in an enclosed fluid. One atmosphere of pressure is defined to be the pressure equivalent of a column of mercury that is exactly 0.76 m in height at 0 C with g 9.806 65 m/s 2. At this temperature, mercury has a density of 3.595 0 3 kg/m 3 ; therefore, P 0 gh (3.595 0 3 kg/m 3 )(9.806 65 m/s 2 )(0.760 0 m).03 0 5 Pa atm

9.6 BUOYANT FORCES AND ARCHIMEDES S PRINCIPLE Any object completely or partially submerged in a fluid is buoyed up by a force with magnitude equal to the weight of the fluid displaced by the object. B P 2 A P A Mg (a) (b) as been identified as a diffe B fluid V fluid g he fluid and V

Case I: A Totally Submerged Object. B = ρ fluid V obj g a B mg a B mg w = mg = ρ obj V obj g (a) (b) net force = B w = (ρ fluid ρ obj )V obj g

Case II: A Floating Object. B B = w B = ρ fluid V fluid g F g w = mg = ρ obj V obj g ρ fluid V fluid g = ρ obj V obj g ρ obj ρ fluid = V fluid V obj

M 2 2 A 2 v 2 t. However, because 9.7 FLUIDS IN MOTION dy, the mass that flows into the bot. The fluid is nonviscous, which means there is no internal friction force between adjacent layers. 2. The fluid is incompressible, which means its density is constant. 3. The fluid motion is steady, meaning that the velocity, density, and pressure at each point in the fluid don t change with time. 4. The fluid moves without turbulence. This implies that each element of the fluid has zero angular velocity about its center, so there can t be any eddy currents present in the moving fluid. A small wheel placed in the fluid would translate but not rotate. ust equal the mass that flows out th M 2, or Equation of Continuity Point Point 2 an incompressible fluid, A 2 A v 2 A 2 v 2 2 and x 2 v 2 A v 2 A 2 v 2 ρ = ble ρ 2 fluid, ΔM = ΔM 2 and A x v A v A 2 v 2 (a)

The condition Av=constant is equivalent to the fact that the volume of fluid that enters one end of the tube in a given time interval equals the volume of fluid leaving the tube in the same interval, assuming that the fluid is incompressible and there are no leaks Av= Flow Rate TIP 9.3 Continuity Equations The rate of flow of fluid into a system equals the rate of flow out of the system. The incoming fluid occupies a certain volume and can enter the system only if the fluid already inside goes out, thereby making room.

e lower blue region in the figure. In 44337_09_p266-320 0/28/04 :6 AM Page 292 n the upper portion in the Bernoulli s Equation Point time t is 292 Chapter 9 Solids and Fluids mass of the fluid passing through the pipe in the time interval t, then the change in kinetic energy of the volume of fluid is K E 2 mv 2 2 2 mv 2 W P The change in the gravitational Apotential energy x is P V 2 2 2 2 2 PE mgy 2 mgy Because the net work done by the fluid on the segment of fluid shown in Figure 9.29 changes the kinetic energy and the potential energy of the nonisolated system, we have x 2 P 2 A 2 W fluid KE PE The three terms in this equation are those we have just evaluated. Substituting expressions for each of the terms gives Point ause DANIEL BERNOULLI, by Swiss the P V P 2 V equation of continuity, v th 2 mv 2 2 2 mv 2 mg y 2 mg y Physicist and Mathematician (700 782) If we divide each term by V and recall that m/v, this expression becomes In his most famous work, Hydrodynamica, Bernoulli showed that, as the velocity of P P 2 2 v 2 x 2 2 2 v 2 gy 2 gy fluid flow increases, its pressure decreases. In this same publication, Bernoulli also Rearrange the terms as follows: attempted the first explanation of the y behavior of gases with changing pressure P [9.6] P 2 This is Bernoulli s equation, often expressed as A 2 v 2 gy P 2 2 v2 2 gy 2 and temperature; this was the beginning of the kinetic theory of gases. Corbis-Bettmann e time t equals the volume that pas [9.7] Bernoulli s equation P 2 v 2 gy constant W 2 P 2 A 2 x 2 P 2 V Bernoulli s equation states that the sum of the pressure P, the kinetic energy W y 2 is negative per unit volume, 2 v 2, and the potential energy per because unit volume, gy, has the v the force on th same value all points along a streamline. An important consequence of Bernoulli s equation can demonstrated by considering Figure 9.30, which shows water flowing through a horizontal constricted TIP 9.4 Bernoulli s Principle Wfor Gases F x pipe from Pa region A of x large cross-sectional P area Vinto a region of smaller crosssectional area. This device, called a Venturi tube, can be used to measure the gases because they aren t Equation 9.6 isn t strictly true for of the lower net incompressible. The qualitative behavior is the speed of blue region work fluid flow. Because the pipe is horizontal, in the figure. done y y 2, and Equation 9.6 applied to points and 2 gives by these forces in same, however: As the speed of the gas increases, its pressure decreases. P 2 v 2 P 2 2 2 v 2 [9.8] Because the water is not backing up in the pipe, its speed v 2 in the constricted region must be greater than its speed v in the region of greater diameter. From Equation 9.8, we see that P 2 must be less than P because v 2 v. This result is often expressed by the statement that swiftly moving fluids exert less pressure than do slowly moving fluids. This important fact enables us to understand a wide range of everyday phenomena. W fluid P V P 2 V P Figure 9.30 (a) The pressure P is greater than the pressure P 2, because v v 2. This device can be used to measure the speed of fluid flow. (b) A Venturi tube, located at the top of the photograph. The higher level of fluid in the middle column shows that the pressure at the top of the column, which is in the constricted region of the Venturi tube, is lower than the pressure elsewhere in the column. A (a) A 2 P2 v v 2 (b) Courtesy of Central Scientific Company Image not Available

K E 2 mv 2 2 2 mv 2 nal PE potential mgy energy 2 mgy is e by W fluid the fluid KE on the PE segm P V P 2 V 2 mv 2 2 2 mv 2 mg y 2 mg y P P 2 2 v 2 2 2 v 2 gy 2 gy s as follows: P 2 v 2 gy P 2 2 v 2 2 gy 2 Bernoulli s equation states that the sum of the pressure P, the kinetic energy per unit volume, 2 v 2, and the potential energy per unit volume, gy, has the same value at all points along a streamline.

P 2 v 2 gy constant Bernoulli s equation states that the sum of the pressure P, the kinetic energy per unit volume, 2 v 2, and the potential energy per unit volume, gy, has the same value at all points along a streamline. P P 2 P 2 v 2 P 2 2 v 2 2 v v 2 TIP 9.4 Bernoulli s Principle for Gases Equation 9.6 isn t strictly true for gases because they aren t incompressible. The qualitative behavior is the same, however: As the speed of the gas increases, its pressure decreases. A A 2 swiftly moving fluids exert less pressure than do slowly moving fluids.

ognize that this so-called atomizer is used in perfume bottles and. The same principle is used in the carburetor of a gasoline engine. e low-pressure region in the carburetor is produced by air drawn in through 9.8 the air APPLICATIONS filter. The gasoline OF FLUID vaporizes, DYNAMICS mixes with the air, and nder of the engine for combustion. n with advanced arteriosclerosis, the Bernoulli effect produces a d vascular flutter. In this condition, the artery is constricted as a related plaque on its inner walls, as shown in Figure 9.35. To maintain w rate, the blood must travel faster than normal through the cone speed of the blood is sufficiently high in the constricted region, the e is low, and the artery may collapse under external pressure, caustary interruption in blood flow. During the collapse there is no ct, so the vessel reopens under arterial pressure. As the blood rushes onstricted artery, the internal pressure drops and the artery closes riations in blood flow can be heard with a stethoscope. If the plaque dged and ends up in a smaller vessel that delivers blood to the heart, heart attack. m is a weakened spot on an artery where the artery walls have balrd. Blood flows more slowly though this region, as can be seen uation of continuity, resulting in an increase in pressure in the aneurysm relative to the pressure in other parts of the artery. n is dangerous because the excess pressure can cause the artery to Figure 9.34 Artery Plaque Figure 9.35 Blood must travel faster than normal through a constricted region of an artery. A P P L I C A T I O N Vascular A stream of Flutter air pass-and Aneurysms F Drag Lift an aircraft wing can also be explained in part by the Bernoulli effect. s are designed so that the air speed above the wing is greater than w. As a result, the air pressure above the wing is less than the presd there is a net upward force on the wing, called the lift. (There is tal component called the drag.) Another factor influencing the lift wn in Figure 9.36, is the slight upward tilt of the wing. This causes striking the bottom to be deflected downward, producing a reaction by Newton s third law. Finally, turbulence also has an effect. If the Figure 9.36 Streamline flow around an airplane wing. The pressure above is less than the pressure below, and there is a dynamic upward lift force.