This document discusses buoyancy, floatation, and the equilibrium of submerged and floating bodies. It defines buoyancy as the upward force that opposes gravity when an object is immersed in a fluid. Archimedes' principle states that the buoyant force is equal to the weight of the fluid displaced by the object. The point where the buoyant force is applied is called the center of buoyancy. For a floating body to be in stable equilibrium, the metacenter must be above the center of gravity. The distance between these two points is called the metacentric height.
PLEASE NOTE THIS IS PART-1
By Referring or said Learning This Presentation You Can Clear Your Basics Fundamental Doubts about Fluid Mechanics. In this Presentation You Will Learn about Fluid Pressure, Pressure at Point, Pascal's Law, Types Of Pressure and Pressure Measurements.
Flow Through Orifices, Orifice, Types of Orifice according to Shape Size Edge Discharge, Jet, Venacontracta, Hydraulic Coefficients, Coefficient of Contraction,Coefficient of Velocity, Coefficient of Discharge, Coefficient of Resistance, Hydraulic Coefficients by Experimental Method, Discharge Through a Small rectangular orifice, Discharge Through a Large rectangular orifice, Discharge Through a Fully Drowned orifice, Discharge Through Partially Drowned orifice, Mouthpiece and its types. By Engr. M. Jalal Sarwar
1. Introduction to Kinematics
2. Methods of Describing Fluid Motion
a). Lagrangian Method
b). Eulerian Method
3. Flow Patterns
- Stream Line
- Path Line
- Streak Line
- Streak Tube
4. Classification of Fluid Flow
a). Steady and Unsteady Flow
b). Uniform and Non-Uniform Flow
c). Laminar and Turbulent Flow
d). Rotational and Irrotational Flow
e). Compressible and Incompressible Flow
f). Ideal and Real Flow
g). One, Two and Three Dimensional Flow
5. Rate of Flow (Discharge) and Continuity Equation
6. Continuity Equation in Three Dimensions
7. Velocity and Acceleration
8. Stream and Velocity Potential Functions
Fluid Mechanics Chapter 4. Differential relations for a fluid flowAddisu Dagne Zegeye
Introduction, Acceleration field, Conservation of mass equation, Linear momentum equation, Energy equation, Boundary condition, Stream function, Vorticity and Irrotationality
This is related to properties of fluids in Fluid mechanics basically helpful for the Mechanical Engineering students.Most of the part is covered in this regarding the basic properties of fluids and about the meaning of fluid.
PLEASE NOTE THIS IS PART-1
By Referring or said Learning This Presentation You Can Clear Your Basics Fundamental Doubts about Fluid Mechanics. In this Presentation You Will Learn about Fluid Pressure, Pressure at Point, Pascal's Law, Types Of Pressure and Pressure Measurements.
Flow Through Orifices, Orifice, Types of Orifice according to Shape Size Edge Discharge, Jet, Venacontracta, Hydraulic Coefficients, Coefficient of Contraction,Coefficient of Velocity, Coefficient of Discharge, Coefficient of Resistance, Hydraulic Coefficients by Experimental Method, Discharge Through a Small rectangular orifice, Discharge Through a Large rectangular orifice, Discharge Through a Fully Drowned orifice, Discharge Through Partially Drowned orifice, Mouthpiece and its types. By Engr. M. Jalal Sarwar
1. Introduction to Kinematics
2. Methods of Describing Fluid Motion
a). Lagrangian Method
b). Eulerian Method
3. Flow Patterns
- Stream Line
- Path Line
- Streak Line
- Streak Tube
4. Classification of Fluid Flow
a). Steady and Unsteady Flow
b). Uniform and Non-Uniform Flow
c). Laminar and Turbulent Flow
d). Rotational and Irrotational Flow
e). Compressible and Incompressible Flow
f). Ideal and Real Flow
g). One, Two and Three Dimensional Flow
5. Rate of Flow (Discharge) and Continuity Equation
6. Continuity Equation in Three Dimensions
7. Velocity and Acceleration
8. Stream and Velocity Potential Functions
Fluid Mechanics Chapter 4. Differential relations for a fluid flowAddisu Dagne Zegeye
Introduction, Acceleration field, Conservation of mass equation, Linear momentum equation, Energy equation, Boundary condition, Stream function, Vorticity and Irrotationality
This is related to properties of fluids in Fluid mechanics basically helpful for the Mechanical Engineering students.Most of the part is covered in this regarding the basic properties of fluids and about the meaning of fluid.
Buoyancy and flotation _ forces on immersed bodyR A Shah
Buoyancy
Buoyancy and Hydro static Forces on immersed bodies
Stability of Floating and Submerged Bodies
Meta-centre
Meta-centric height
Forces on Areas –Horizontal, Inclined and Vertical,
Centre of Pressure, Forces on Curved Surfaces,
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1. Forces on Immersed Bodies: Buoyancy and
floatation. Equilibrium of floating and
submerged bodies.
Dr. Mohsin Siddique
1
Fluid Mechanics
2. Buoyancy and Floatation
2
When a body is immersed wholly or partially in a fluid, it is subjected to an
upward force which tends to lift (buoy)it up.
The tendency of immersed body to be lifted up in the fluid due to an
upward force opposite to action of gravity is known as buoyancy.
The force tending to lift up the body under such conditions is known as
buoyant force or force of buoyancy or up-thrust.
The magnitude of the buoyant force can be determined by Archimedes’
principle which states
“ When a body is immersed in a fluid either wholly or partially, it is
buoyed or lifted up by a force which is equal to the weight of fluid
displaced by the body”
3. Buoyancy and Floatation
3
Lets consider a body
submerged in water as shown
in figure.
The force of buoyancy
“resultant upward force or
thrust exerted by fluid on
submerged body” is given
Water surface
11 hP γ=
( )212 hhP += γ
2h
1h 1F
2F
dA=Area of cross-section of
element
γ= Specific weight of liquid
( ) ( )
( )[ ]
[ ]volumeF
dAhF
dAhdAhhF
FFF
B
B
B
B
γ
γ
γγ
=
=
−+=
−=
2
121
12
4. Buoyancy and Floatation
4
=Weight of volume of liquid displaced by
the body (Archimedes's Principle)
Force of buoyancy can also be determined as difference
of weight of a body in air and in liquid.
Let
Wa= weight of body in air
Wl=weight of body in liquid
FB=Wa-Wl
[ ]volumeFB γ=
5. Buoyancy and Floatation
5
Center of Buoyancy (B): The point of application
of the force of buoyancy on the body is known as the
center of buoyancy.
It is always the center of gravity of the volume of fluid
displaced.
Water surface
CG or G
C or B
CG or G= Center of gravity
of body
C or B= Centroid of
volume of liquid displaced
by body
6. Types of equilibrium of Floating Bodies
6
Stable Equilibrium:
If a body returns back to its original position due to internal
forces from small angular displacement, by some external force,
then it is said to be in stable equilibrium.
Note: Center of gravity of the volume (centroid) of fluid displaced is also
the center of buoyancy.
7. Types of equilibrium of Floating Bodies
7
Unstable Equilibrium: If the body does not return back to its original
position from the slightly displaced angular displacement and heels farther
away, then it is said to be in unstable equilibrium
Note: Center of gravity of the volume (centroid) of fluid displaced is also
center of buoyancy.
8. Types of equilibrium of Floating Bodies
8
Neutral Equilibrium: If a body, when given a small angular
displacement, occupies new position and remains at rest in this new
position, it is said to be in neutral equilibrium.
Note: Center of gravity of the volume (centroid) of fluid displaced is also
center of buoyancy.
W
FB
CG
C
9. Metacenter and Metacentric Height
9
Center of Buoyancy (B) The point of application of the force of
buoyancy on the body is known as the center of buoyancy.
Metacenter (M): The point about which a body in stable equilibrium
start to oscillate when given a small angular displacement is called
metacenter.
It may also be defined as point of intersection of the axis of body passing
through center of gravity (CG or G) and original center of buoyancy (B) and
a vertical line passing through the center of buoyancy (B’) of tilted position
of body.
FB
FB
B ‘
10. Metacenter and Metacentric Height
10
Metacentric height (GM): The
distance between the center of
gravity (G) of floating body and the
metacenter (M) is called
metacentric height. (i.e., distance
GM shown in fig)
GM=BM-BG
‘B
FB
11. Condition of Stability
11
For Stable Equilibrium
Position of metacenter (M) is above than center of gravity (G)
For Unstable Equilibrium
Position of metacenter (M) is below than center of gravity (G)
For Neutral Equilibrium
Position of metacenter (M) coincides center of gravity (G)
Overturning moment
Restoring moment
12. Determination of Metacentric height
12
The metacentric height may be determined by the following two
methods
1.Analytical method
2. Experimental method
13. Determination of Metacentric height
13
In Figure shown AC is the
original waterline plane and B
the center of buoyancy in the
equilibrium position.
When the vessel is tilted
through small angle θ, the
center of buoyancy will move to
B’ as a result of the alteration in
the shape of displaced fluid.
A’C’ is the waterline plane in
the displaced position.
FB
14. Determination of Metacentric height
14
To find the metacentric height
GM, consider a small area dA at a
distance x from O.The height of
elementary area is given by xθ.
Therefore, volume of the
elementary area becomes
The upward force of buoyancy on
this elementary area is then
Moment of dFB (moment due to
movement of wedge) about O is
given by;
( )dAxdV θ=
( )dAxdFB θγ=
( ) ( )
IdFx
dAxdAxxdFx
B
B
γθ
γθθγ
=
==
∫
∫∫∫
.
. 2
x
dA
FB
15. Determination of Metacentric height
15
The change in the moment of the
buoyancy Force, FB is
For equilibrium, the moment due
to movement of wedge=change in
moment of buoyancy force
( )θγ BMVBBFF BB == '
( )
V
I
BM
BMVI
=
= θγγθ
BGBMGM −=
FB
17. NUMERICALS
17
Q. 1 A wooden block of specific gravity 0.75 floats in water. If the size of
block is 1mx0.5mx0.4m, find its meta centric height
0.5m
0.4m
1m
h
Solution: Given Data:
Size of wooden block= 1mx0.5mx0.4m,
Specific gravity of wood=0.75
Specific weight of wood=0.75(9.81)=7.36kN/m2
Weight of wooden block=(specific
weight)x(volume)
Weight of wooden block=7.36(1x0.5x0.4)=1.47kN
Let h is depth of immersion=?
For equilibrium
Weight of water displaced = weight of wooden
block
9.81(1x0.5xh)=1.47 >> h=0.3m
18. NUMERICALS
18
0.5m
0.4m
1m
h
Distance of center of buoyancy=OB=0.3/2=0.15m
Distance of center of gravity=OG=0.4/2=0.2m
Now; BG=OG-OM=0.2-0.15=0.05m
Also; BM=I/V
I=moment of inertia of rectangular section
I=(1)x(0.5)3/12=0.0104m
V=volume of water displaced by wooden block
V=(1)x(0.5)x(0.3)=0.15m3
BM=I/V=0.0104/0.15=0.069m
Therefore, meta centric height=GM=BM-BG
GM=0.069-0.05=0.019m
G
B
O
0.5m
19. NUMERICALS
19
Q 2. A solid cylinder 2m in diameter and 2m high is floating in water with its
axis vertical. If the specific gravity of the material of cylinder is 0.65, find its
meta-centric height. State also whether the equilibrium is stable of unstable.
2m
2m 1.3mG
B
O
Solution: Given Data:
Size of solid cylinder= 2m dia, & 2m height
Specific gravity solid cylinder=0.65
Let h is depth of immersion=?
For equilibrium
Weight of water displaced = weight of wooden
block
9.81(π/4(2)2(h))=9.81(0.65).(π/4(2)2(2))
h=0.65(2)=1.3m
20. NUMERICALS
20
2m
2m 1.3mG
B
O
Center of buoyancy from O=OB=1.3/2=0.65m
Center of gravity from O=OG=2/2=1m
BG=1-0.65=0.35m
Also; BM=I/V
Moment of inertia=I=(π/64)(2)4=0.785m4
Volume displaced=V=(π/4)(2)4(1.3)=4.084m3
BM=I/V=0.192m
GM=BM-BG=0.192-0.35=-0.158m
-ve sign indicate that the metacenter (M) is
below the center of gravity (G), therefore,
the cylinder is in unstable equilibrium