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UNIT I
PROPERTIES OF FLUIDS
UNIT I PROPERTIES OF FLUIDS
Properties of fluids- definition -units of
measurement - Measurement of pressure by
various types of manometers - Hydrostatic
forces on surfaces -total pressure and center
of pressure - Horizontalvertical and inclined
plane surface - Archimedes principles -
buoyancy - metacenter -metacentric height
Pressure
 Pressure is defined as force per unit area.
Fluid Pressure:
 When a certain mass of fluids is held in static equilibrium by confining
it within solid boundaries, it exerts force along direction
perpendicular to the boundary in contact.
Pressure Distribution:
 There are two types of pressure distribution.
a) Uniform Pressure distribution.
b) Non-Uniform Pressure distribution.
Pressure at a point
 p = dF/dA
 p = F/A
 p – intensity of pressure or pressure
Units:
N/m2 = Pa
 1MPa = 1 N/mm2
 1Gpa = 10*3 N/m2
 1bar = 10*5 N/m2
 1 atm = 101.3 kPa = 760 mm of Hg = 10.33 m of
water
Pressure Measurement:
 The pressure of a fluid is measured by the following device
a) Manometer
b) Mechanical gauges
Manometer
Types of Manometers
1. Simple manometers
a. Piezometer
b. U-Tube
c. Single column/Micro Manometer
- vertical Single column Manometer
- Inclined Single column Manometer
 2. Differential manometers
a. U-Tube Differential manometers
b. Inverted U-Tube Differential manometers
Mechanical Gauges:
Types commonly used are:
a) Diaphragm pressure gauge
b) Bourdon tube pressure gauge
c) Dead weight pressure gauge
d) Bellows pressure gauge
Variation of Pressure in a Static Fluid
Hydrostatic Law : “ The rate increase of
pressure in a vertically downward direction
must be equal to specific weight of the fluid
at that point ”
EXPRESSING PRESSURE
Atmospheric
Gauge
Vacuum
Absolute
Relationships
a. Absolute pressure= Atm pr + Gauge pr
Pab = Patm + Pgauge
b. Vacuum pressure= Atm pr – Absolute pr
Types of Manometers
1. Simple manometers
a. Piezometer
b. U-Tube
c. Single column/Micro Manometer
- vertical Single column Manometer
- Inclined Single column manometer
Types of Manometers
1. Simple manometers
a. Piezometer
b. U-Tube
c. Single column/Micro Manometer
- vertical Single column Manometer
- Inclined Single column Manometer
 2. Differential manometers
a. U-Tube Differential manometers
b. Inverted U-Tube Differential manometers
1. Simple manometers
A simple manometer is one which consists of a
glass tube, whose one end is connected to a point
where pressure is to be measured and the other end
is open to atmosphere.
a) Piezometer:
The pressure at point A is given by
p = w*h, where w is the specific
weight of the liquid
i.e., P= ρgh (N/m²)
i.e Specific weight(ρg) * pr height
(h)
U – Tube Manometer:
b) U – Tube Manometer:
 The "U" is connected as in the figure and filled with a fluid called the
manometric fluid.
For gauge pressure (fig a)
Pressure above A-A in left column
= p + ρ1gh1------(1)
Pressure above A-A in right limb
= ρ2gh2------ (2)
p= (ρ2gh2 – ρ1gh1) (N/m²)
For vacuum pressure (fig b)
Pressure above A-A in left column
= ρ2gh2 + ρ1gh1+p-----(1)
Pressure above A-A in right limb
= 0 ------- (2)
p= -(ρ2gh2 + ρ1gh1) (N/m²)
Differential manometers
a. U-Tube Differential manometers
b. Inverted U-Tube Differential manometers
• Differential manometers
a) U-tube Differential manometers
It is used to measure pressure difference at
two points in a pipe or between two pipes at
different levels.
b) Inverted U-tube Differential manometers

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FLUID PROPERTIES

  • 2. UNIT I PROPERTIES OF FLUIDS Properties of fluids- definition -units of measurement - Measurement of pressure by various types of manometers - Hydrostatic forces on surfaces -total pressure and center of pressure - Horizontalvertical and inclined plane surface - Archimedes principles - buoyancy - metacenter -metacentric height
  • 3. Pressure  Pressure is defined as force per unit area.
  • 4.
  • 5. Fluid Pressure:  When a certain mass of fluids is held in static equilibrium by confining it within solid boundaries, it exerts force along direction perpendicular to the boundary in contact.
  • 6. Pressure Distribution:  There are two types of pressure distribution. a) Uniform Pressure distribution. b) Non-Uniform Pressure distribution.
  • 7. Pressure at a point  p = dF/dA  p = F/A  p – intensity of pressure or pressure Units: N/m2 = Pa  1MPa = 1 N/mm2  1Gpa = 10*3 N/m2  1bar = 10*5 N/m2  1 atm = 101.3 kPa = 760 mm of Hg = 10.33 m of water
  • 8. Pressure Measurement:  The pressure of a fluid is measured by the following device a) Manometer b) Mechanical gauges
  • 10.
  • 11.
  • 12. Types of Manometers 1. Simple manometers a. Piezometer b. U-Tube c. Single column/Micro Manometer - vertical Single column Manometer - Inclined Single column Manometer  2. Differential manometers a. U-Tube Differential manometers b. Inverted U-Tube Differential manometers
  • 13. Mechanical Gauges: Types commonly used are: a) Diaphragm pressure gauge b) Bourdon tube pressure gauge c) Dead weight pressure gauge d) Bellows pressure gauge
  • 14. Variation of Pressure in a Static Fluid Hydrostatic Law : “ The rate increase of pressure in a vertically downward direction must be equal to specific weight of the fluid at that point ”
  • 16. Relationships a. Absolute pressure= Atm pr + Gauge pr Pab = Patm + Pgauge b. Vacuum pressure= Atm pr – Absolute pr
  • 17. Types of Manometers 1. Simple manometers a. Piezometer b. U-Tube c. Single column/Micro Manometer - vertical Single column Manometer - Inclined Single column manometer
  • 18. Types of Manometers 1. Simple manometers a. Piezometer b. U-Tube c. Single column/Micro Manometer - vertical Single column Manometer - Inclined Single column Manometer  2. Differential manometers a. U-Tube Differential manometers b. Inverted U-Tube Differential manometers
  • 19. 1. Simple manometers A simple manometer is one which consists of a glass tube, whose one end is connected to a point where pressure is to be measured and the other end is open to atmosphere.
  • 20. a) Piezometer: The pressure at point A is given by p = w*h, where w is the specific weight of the liquid i.e., P= ρgh (N/m²) i.e Specific weight(ρg) * pr height (h)
  • 21. U – Tube Manometer:
  • 22. b) U – Tube Manometer:  The "U" is connected as in the figure and filled with a fluid called the manometric fluid.
  • 23.
  • 24. For gauge pressure (fig a) Pressure above A-A in left column = p + ρ1gh1------(1) Pressure above A-A in right limb = ρ2gh2------ (2) p= (ρ2gh2 – ρ1gh1) (N/m²)
  • 25. For vacuum pressure (fig b) Pressure above A-A in left column = ρ2gh2 + ρ1gh1+p-----(1) Pressure above A-A in right limb = 0 ------- (2) p= -(ρ2gh2 + ρ1gh1) (N/m²)
  • 26. Differential manometers a. U-Tube Differential manometers b. Inverted U-Tube Differential manometers • Differential manometers
  • 27. a) U-tube Differential manometers It is used to measure pressure difference at two points in a pipe or between two pipes at different levels.
  • 28. b) Inverted U-tube Differential manometers