Chapter 14fac.ksu.edu.sa/sites/default/files/chapter-9-110phys.pdf · 2018-04-25 · Chapter 14...

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Chapter 14 Fluid Mechanics 14.1 Pressure 14.2 Variation of Pressure with Depth 14.3 Pressure Measurements 14.4 Buoyant Forces and Archimedes’s Principle 14.5 Fluid Dynamics 14.6 Bernoulli’s Equation 14.7 Other Applications of Fluid Dynamics

Transcript of Chapter 14fac.ksu.edu.sa/sites/default/files/chapter-9-110phys.pdf · 2018-04-25 · Chapter 14...

Page 1: Chapter 14fac.ksu.edu.sa/sites/default/files/chapter-9-110phys.pdf · 2018-04-25 · Chapter 14 Fluid Mechanics 14.1 Pressure 14.2 Variation of Pressure with Depth 14.3 Pressure Measurements

Chapter 14

Fluid Mechanics 14.1 Pressure 14.2 Variation of Pressure with Depth 14.3 Pressure Measurements 14.4 Buoyant Forces and Archimedes’s Principle 14.5 Fluid Dynamics 14.6 Bernoulli’s Equation 14.7 Other Applications of Fluid Dynamics

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States of Matter

l  Solid l  Has a definite volume and shape

l  Liquid l  Has a definite volume but not a definite shape

l  Gas l  Has neither a definite volume nor shape

Introduction Abeer Alghamdi

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Fluids

l  A fluid is a collection of molecules that are randomly arranged and held together by weak cohesive forces and by forces exerted by the walls of a container

l  Both liquids and gases are fluids

Introduction Abeer Alghamdi

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Statics and Dynamics with Fluids

l  Fluid Statics l  Describes fluids at rest

l  Fluid Dynamics l  Describes fluids in motion

l  The same physical principles that have applied to statics and dynamics up to this point will also apply to fluids

Section 14.1 Abeer Alghamdi

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Forces in Fluids l  Fluids do not sustain shearing stresses or tensile

stresses l  The force exerted by a static fluid on an object is

always perpendicular to the surfaces of the object

Section 14.1 Abeer Alghamdi

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Pressure l  The pressure P of the

fluid at the level to which the device has been submerged is the ratio of the force to the area

FPA

Section 14.1 Abeer Alghamdi

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Pressure, cont

l  Pressure is a scalar quantity l  Because it is proportional to the magnitude of the

force l  If the pressure varies over an area, evaluate

dF on a surface of area dA as dF = P dA l  Unit of pressure is pascal (Pa)

21Pa 1 N/m=

Section 14.1 Abeer Alghamdi

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Pressure vs. Force

l  Pressure is a scalar and force is a vector l  The direction of the force producing a

pressure is perpendicular to the area of interest

Section 14.1 Abeer Alghamdi

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Measuring Pressure l  The spring is calibrated

by a known force l  The force due to the

fluid presses on the top of the piston and compresses the spring

l  The force the fluid exerts on the piston is then measured

Section 14.1 Abeer Alghamdi

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Abeer Alghamdi

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Abeer Alghamdi

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Density Notes

l  Density is defined as the mass per unit volume of the substance

l  The values of density for a substance vary slightly with temperature since volume is temperature dependent

l  The various densities indicate the average molecular spacing in a gas is much greater than that in a solid or liquid

Section 14.2 Abeer Alghamdi

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Density Table

Section 14.2 Abeer Alghamdi

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Variation of Pressure with Depth l  Fluids have pressure that varies with depth l  If a fluid is at rest in a container, all portions of the

fluid must be in static equilibrium l  All points at the same depth must be at the same

pressure l  Otherwise, the fluid would not be in equilibrium

Section 14.2 Abeer Alghamdi

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Pressure and Depth l  Examine the darker

region, a sample of liquid within a cylinder l  It has a cross-

sectional area A l  Extends from depth d

to d + h below the surface

l  Three external forces act on the region

Section 14.2 Abeer Alghamdi

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Pressure and Depth, cont

l  The liquid has a density of ρ l  Assume the density is the same throughout the

fluid l  This means it is an incompressible liquid

l  The three forces are: l  Downward force on the top, P0A l  Upward on the bottom, PA l  Gravity acting downward, Mg

l  The mass can be found from the density: M V Ahρ ρ= =

Section 14.2 Abeer Alghamdi

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Pressure and Depth, final l  Since the net force must be zero:

l  This chooses upward as positive l  Solving for the pressure gives

l  P = P0 + ρgh l  The pressure P at a depth h below a point in the

liquid at which the pressure is P0 is greater by an amount ρgh

ˆ ˆ ˆoPA P A Mg= − −∑F j j j

Section 14.2 Abeer Alghamdi

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Atmospheric Pressure

l  If the liquid is open to the atmosphere, and P0 is the pressure at the surface of the liquid, then P0 is atmospheric pressure

l  P0 = 1.00 atm = 1.013 x 105 Pa

Section 14.2 Abeer Alghamdi

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Pascal’s Law

l  The pressure in a fluid depends on depth and on the value of P0

l  An increase in pressure at the surface must be transmitted to every other point in the fluid

l  This is the basis of Pascal’s law

Section 14.2 Abeer Alghamdi

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Pascal’s Law, cont

l  A change in the pressure applied to a fluid is transmitted undiminished to every point of the fluid and to the walls of the container

1 2

1 2

1 2

P PF FA A

=

=

Abeer Alghamdi

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Pascal’s Law, Example l  Diagram of a hydraulic

press (right) l  A large output force can be

applied by means of a small input force

l  The volume of liquid pushed down on the left must equal the volume pushed up on the right

Section 14.2 Abeer Alghamdi

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Pascal’s Law, Example cont.

l  Since the volumes are equal,

l  Combining the equations, l  which means Work1 = Work2 l  This is a consequence of Conservation of Energy

1 1 2 2A x A xΔ = Δ

1 1 2 2F x F xΔ = Δ

Section 14.2 Abeer Alghamdi

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Pascal’s Law, Other Applications

l  Hydraulic brakes l  Car lifts l  Hydraulic jacks l  Forklifts

Section 14.2 Abeer Alghamdi

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Abeer Alghamdi

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Pressure Measurements: Barometer l  Invented by Torricelli l  A long closed tube is filled

with mercury and inverted in a dish of mercury l  The closed end is nearly a

vacuum

l  Measures atmospheric pressure as Po = ρHggh

l  One 1 atm = 0.760 m (of Hg)

Section 14.3 Abeer Alghamdi

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Pressure Measurements: Manometer l  A device for measuring the

pressure of a gas contained in a vessel

l  One end of the U-shaped tube is open to the atmosphere

l  The other end is connected to the pressure to be measured

l  Pressure at B is P = P0+ρgh

Section 14.3 Abeer Alghamdi

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Absolute vs. Gauge Pressure

l  P = P0 + ρgh l  P is the absolute pressure l  The gauge pressure is P – P0

l  This is also ρgh l  This is what you measure in your tires

Section 14.3 Abeer Alghamdi

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Abeer Alghamdi

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Buoyant Force l  The buoyant force is

the upward force exerted by a fluid on any immersed object

l  The parcel is in equilibrium

l  There must be an upward force to balance the downward gravitational force

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle l  The magnitude of the buoyant force always equals

the weight of the fluid displaced by the object l  This is called Archimedes’s Principle

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle, cont l  The pressure at the top of

the cube causes a downward force of Ptop A

l  The pressure at the bottom of the cube causes an upward force of Pbot A

l  B = (Pbot – Ptop) A = ρfluid g V = Mg

Section 14.4 Abeer Alghamdi

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Archimedes's Principle: Totally Submerged Object l  An object is totally submerged in a fluid of

density ρfluid l  The upward buoyant force is B = ρfluid g V = ρfluid g Vobject l  The downward gravitational force is

Fg = Mg = = ρobj g Vobj l  The net force is B - Fg = (ρfluid – ρobj) g Vobj

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle: Totally Submerged Object, cont l  If the density of the object is less

than the density of the fluid, the unsupported object accelerates upward

l  If the density of the object is more than the density of the fluid, the unsupported object sinks

l  The direction of the motion of an object in a fluid is determined only by the densities of the fluid and the object

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle: Floating Object

l  The object is in static equilibrium l  The upward buoyant force is balanced by the

downward force of gravity l  Volume of the fluid displaced corresponds to

the volume of the object beneath the fluid level

objfluid

obj fluid

VV

ρ

ρ=

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle: Floating Object, cont l  The fraction of the

volume of a floating object that is below the fluid surface is equal to the ratio of the density of the object to that of the fluid l  Use the active figure

to vary the densities

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle, Crown Example l  Archimedes was (supposedly) asked, “Is the

crown made of pure gold?” l  Crown’s weight in air = 7.84 N l  Weight in water (submerged) = 6.84 N l  Buoyant force will equal the apparent weight

loss l  Difference in scale readings will be the buoyant

force

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle, Crown Example, cont. l  ΣF = B + T2 – Fg = 0 l  B = Fg – T2 (Weight in air – “weight” in

water) l  Archimedes’s principle

says B = ρgV l  Find V

l  Then to find the material of the crown, ρcrown = mcrown in air / V

Section 14.4 Abeer Alghamdi

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l  What fraction of the iceberg is below water? l  The iceberg is only partially submerged and

so Vseawater / Vice = ρice / ρseawater applies l  The fraction below the water will be the ratio

of the volumes (Vseawater / Vice)

Archimedes’s Principle, Iceberg Example

Section 14.4 Abeer Alghamdi

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Archimedes’s Principle, Iceberg Example, cont l  Vice is the total volume

of the iceberg l  Vwater is the volume of

the water displaced l  This will be equal to the

volume of the iceberg submerged

l  About 89% of the ice is below the water’s surface

Section 14.4 Abeer Alghamdi

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Abeer Alghamdi

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Abeer Alghamdi

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Types of Fluid Flow – Laminar

l  Laminar flow l  Steady flow l  Each particle of the fluid follows a smooth path l  The paths of the different particles never cross

each other l  Every given fluid particle arriving at a given point

has the same velocity l  The path taken by the particles is called a

streamline

Section 14.5 Abeer Alghamdi

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Types of Fluid Flow – Turbulent

l  An irregular flow characterized by small whirlpool-like regions

l  Turbulent flow occurs when the particles go above some critical speed

Section 14.5 Abeer Alghamdi

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Equation of Continuity l  Consider a fluid moving

through a pipe of nonuniform size (diameter)

l  The particles move along streamlines in steady flow

l  The mass that crosses A1 in some time interval is the same as the mass that crosses A2 in that same time interval

Section 14.5 Abeer Alghamdi

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Equation of Continuity, cont l  m1 = m2 or ρA1v1 = ρA2v2 l  Since the fluid is incompressible, ρ is a constant l  A1v1 = A2v2

l  This is called the equation of continuity for fluids l  The product of the area and the fluid speed at all points

along a pipe is constant for an incompressible fluid

Section 14.5 Abeer Alghamdi

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Equation of Continuity, Implications l  The speed is high where the tube is constricted

(small A) l  The speed is low where the tube is wide (large A) l  The product, Av, is called the volume flux or the flow

rate l  Av = constant is equivalent to saying the volume that

enters one end of the tube in a given time interval equals the volume leaving the other end in the same time

l  Q=Av=V/t l  If no leaks are present

Section 14.5 Abeer Alghamdi

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Abeer Alghamdi

Example 14.7 A gardener uses a water hose to fill a 30.0-L bucket. The gardener notes that it takes 1.00 min to fill the bucket. A nozzle with an opening of cross-sectional area 0.500 cm2 is then attached to the hose. at what rate does water flow through the hose? and what the flow speed of water?

Q=V/t=(30×10-3)/60=0.5×10-3 m3/s A=0.5×10-4m2

Q=Av v=Q/A=0.5×10-3 /0.5×10-4=10m/s

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Daniel Bernoulli l  1700 – 1782 l  Swiss physicist l  Published

Hydrodynamica l  Dealt with equilibrium,

pressure and speeds in fluids

l  Also a beginning of the study of gasses with changing pressure and temperature

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation

l  As a fluid moves through a region where its speed and/or elevation above the Earth’s surface changes, the pressure in the fluid varies with these changes

l  The relationship between fluid speed, pressure and elevation was first derived by Daniel Bernoulli

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation, 2 l  Consider the two shaded

segments l  The volumes of both

segments are equal l  The net work done on the

segment is W =(P1 – P2) V l  Part of the work goes into

changing the kinetic energy and some to changing the gravitational potential energy

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation, 3

l  The change in kinetic energy: l  ΔK = ½ mv2

2 - ½ mv12

l  There is no change in the kinetic energy of the unshaded portion since we are assuming streamline flow

l  The masses are the same since the volumes are the same

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation, 4

l  The change in gravitational potential energy: l  ΔU = mgy2 – mgy1

l  The work also equals the change in energy l  Combining:

l  (P1 – P2)V =½ mv22 - ½ mv1

2 + mgy2 – mgy1

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation, 5 l  Rearranging and expressing in terms of density:

P1 + ½ ρv12 + mgy1 = P2 + ½ ρv2

2 + mgy2

l  This is Bernoulli’s Equation and is often expressed as P + ½ ρv2 + ρgy = constant

l  When the fluid is at rest, this becomes P1 – P2 = ρgh which is consistent with the pressure variation with depth we found earlier

Section 14.6 Abeer Alghamdi

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Bernoulli’s Equation, Final

l  The general behavior of pressure with speed is true even for gases l  As the speed increases, the pressure decreases

Section 14.6 Abeer Alghamdi

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Abeer Alghamdi

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Abeer Alghamdi

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Home Work 1-Two drinking glasses having equal weights but different shapes and different cross-sectional areas are filled to the same level with water. According to the expression P = P0+ ρgh, the pressure is the same at the bottom of both glasses. In view of this, why does one weigh more than the other? The weight depends upon the total volume of glass. The pressure depends only on the depth. 2-Lead has a greater density than iron, and both are denser than water. Is the buoyant force on a lead object greater than, less than, or equal to the buoyant force on an iron object of the same volume? Exactly the same. Buoyancy equals density of water times volume displaced. Section 14.1 Pressure 3-Calculate the mass of a solid iron sphere that has a diameter of 3.00 cm. 4-A 50.0-kg woman balances on one heel of a pair of highheeled shoes. If the heel is circular and has a radius of 0.500 cm, what pressure does she exert on the floor?

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l  Section 14.2 Variation of Pressure with Depth 5-. (a) Calculate the absolute pressure at an ocean depth of 1 000 m. Assume the density of seawater is 1 024 kg/m3 and that the air above exerts a pressure of 101.3 kPa. (b) At this depth, what force must the frame around a circular submarine porthole having a diameter of 30.0 cm exert to counterbalance the force exerted by the water? 6-Section 14.3 Pressure Measurements Blaise Pascal duplicated Torricelli’s barometer using a alcohol, of density 984 kg/m3, as the working liquid (Fig. P14.17). What was the height h of the alcohol column for normal atmospheric pressure? Would you expect the vacuum above the column to be as good as for mercury?

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l  Section 14.4 Buoyant Forces and Archimede’s Principle 7-A piece of aluminum with mass 1.00 kg and density 2 700 kg/m3 is suspended from a string and then completely immersed in a container of water (Figure P14.25) Calculate the tension in the string (a) before and (b) after the metal is immersed.

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l  Section 14.5 Fluid Dynamics l  Section 14.6 Bernoulli’s Equation 8- A horizontal pipe 10.0 cm in diameter has a smooth reduction to a pipe 5.00 cm in diameter. If the pressure of the water in the larger pipe is 8.00 × 104 Pa and the pressure in the smaller pipe is 6.00 × 104 Pa, at what rate does water flow through the pipes?

9-Water flows through a fire hose of diameter 6.35 cm at a rate of 0.0120 m3/s. The fire hose ends in a nozzle of inner diameter 2.20 cm. What is the speed with which the water exits the nozzle?

Q=Av=π(5×10-2)2×(1.63)=0.0128 m3/s

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