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Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr. Hasan Hamouda

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Page 1: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 1

Motivation for Studying Fluid Mechanics

Faculty of Engineering

Fluid Mechanics

Lecture 4

Dr. Hasan Hamouda

Page 2: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Pressure and Fluid Statics

Page 3: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 3

Pressure

Pressure is defined as a normal force exerted by a fluid per unit area.Units of pressure are N/m2, which is called a pascal (Pa). Since the unit Pa is too small for pressures encountered in practice, kilopascal (1 kPa = 103 Pa) and megapascal (1 MPa = 106 Pa) are commonly used.Other units include bar, atm.

Page 4: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 4

Absolute, gage, and vacuum pressures

Actual pressure at a give point is called the absolute pressure.

Most pressure-measuring devices are calibrated to read zero in the atmosphere, and therefore indicate gage pressure, Pgage=Pabs - Patm.

Pressure below atmospheric pressure are called vacuum pressure, Pvac=Patm - Pabs.

Page 5: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 5

Absolute, gage, and vacuum pressures

Page 6: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 6

Pressure at a Point

Pressure at any point in a fluid is the same in all directions.

Pressure has a magnitude, but not a specific direction, and thus it is a scalar quantity.

Page 7: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 7

Variation of Pressure with Depth

In the presence of a gravitational field, pressure increases with depth because more fluid rests on deeper layers.

To obtain a relation for the variation of pressure with depth, consider rectangular element

Force balance in z-direction gives

Dividing by x and rearranging gives

2 1

0

0z zF ma

P x P x g x z

2 1 sP P P g z z

Page 8: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 8

Variation of Pressure with Depth

Pressure in a fluid at rest is independent of the shape of the container.

Pressure is the same at all points on a horizontal plane in a given fluid.

Page 9: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 9

Scuba Diving and Hydrostatic Pressure

Page 10: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 10

Pressure on diver at 100 ft?

Danger of emergency ascent?

,2 3 2

,2 ,2

1998 9.81 100

3.28

1298.5 2.95

101.325

2.95 1 3.95

gage

abs gage atm

kg m mP gz ft

m s ft

atmkPa atm

kPa

P P P atm atm atm

Scuba Diving and Hydrostatic Pressure

1 1 2 2

1 2

2 1

3.954

1

PV PV

V P atm

V P atm

100 ft

1

2

Boyle’s law

If you hold your breath on ascent, your lungvolume would increase by a factor of 4, which would result in embolism and/or death.

Page 11: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 11

Pascal’s Law

Pressure applied to a confined fluid increases the pressure throughout by the same amount.

In picture, pistons are at same height:

Ratio A2/A1 is called ideal mechanical advantage

1 2 2 21 2

1 2 1 1

F F F AP P

A A F A

Page 12: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 12

The Manometer

An elevation change of z in a fluid at rest corresponds to P/g.A device based on this is called a manometer.A manometer consists of a U-tube containing one or more fluids such as mercury, water, alcohol, or oil.Heavy fluids such as mercury are used if large pressure differences are anticipated.

1 2

2 atm

P P

P P gh

Page 13: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 13

Mutlifluid Manometer

For multi-fluid systems Pressure change across a fluid column of height h is P = gh.

Pressure increases downward, and decreases upward.

Two points at the same elevation in a continuous fluid are at the same pressure.

Pressure can be determined by adding and subtracting gh terms.

2 1 1 2 2 3 3 1P gh gh gh P

Page 14: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 14

Measuring Pressure Drops

Manometers are well--suited to measure pressure drops across valves, pipes, heat exchangers, etc. Relation for pressure drop P1-P2 is obtained by starting at point 1 and adding or subtracting gh terms until we reach point 2. If fluid in pipe is a gas, 2>>1 and P1-P2= gh

Page 15: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 15

The Barometer

Atmospheric pressure is measured by a device called a barometer; thus, atmospheric pressure is often referred to as the barometric pressure.

PC can be taken to be zero since there is only Hg vapor above point C, and it is very low relative to Patm. Change in atmospheric pressure due to elevation has many effects: Cooking, nose bleeds, engine performance, aircraft performance.

C atm

atm

P gh P

P gh

Page 16: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 16

Fluid Statics

Fluid Statics deals with problems associated with fluids at rest. In fluid statics, there is no relative motion between adjacent fluid layers. Therefore, there is no shear stress in the fluid trying to deform it. The only stress in fluid statics is normal stress

Normal stress is due to pressureVariation of pressure is due only to the weight of the fluid → fluid statics is only relevant in presence of gravity fields.

Applications: Floating or submerged bodies, water dams and gates, liquid storage tanks, etc.

Page 17: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 17

Hoover Dam

Page 18: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 18

Hoover Dam

Page 19: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 19

Hoover Dam

Example of elevation head z converted to velocity head V2/2g. We'll discuss this in more detail by (Bernoulli equation).

Page 20: Chapter 3: Pressure and Fluid Statics ME33 : Fluid Flow 1 Motivation for Studying Fluid Mechanics Faculty of Engineering Fluid Mechanics Lecture 4 Dr

Chapter 3: Pressure and Fluid StaticsME33 : Fluid Flow 20

Hydrostatic Forces on Plane Surfaces

On a plane surface, the hydrostatic forces form a system of parallel forcesFor many applications, magnitude and location of application, which is called center of pressure, must be determined.Atmospheric pressure Patm can be neglected when it acts on both sides of the surface.